CN104831812B - Complete prefabricated concrete frame structure and its installation method - Google Patents

Abstract

The invention discloses a kind of complete prefabricated concrete frame structures and its installation method, the molding reinforced concrete beam column that is prefabricated in the factory, wallboard floor, stair balcony to transport in-site installation after steam curing；Stall is hung, straight mouth outside each column steel pipe flange is inserted into the steel pipe flange of each foundation columns of building in straight mouth, joint reinforcing bar is connect and is fixed with concreting node；It hangs right angle in each Stall wallboard to be inserted on the outer right angle of each column of Stall, each wallboard of Stall is made to be fixed with each column；It hangs straight mouth outside the flange of each column of second floor to be inserted into Stall column in straight mouth, respectively beam forms node to each column of a second floor in length and breadth with first floor top, connects column and column, the joint reinforcing bar of Liang Yuliang, concreting node is fixed；Each floor of first floor is hung, each floor surrounding is connected and is fixed with concreting node with each girder connection reinforcing bar.The building built by the frame structure and installation method, more firm, safety, and also it is efficient.

Description

Complete prefabricated concrete frame structure and its installation method

Technical field

The present invention relates to a kind of complete prefabricated concrete frame structure and its installation methods, belong to Building technology neck Domain.

Background technology

The history of building, time immemorial in《Springs and Autumns of Master Lü is not bended forward》A piece is said：" high member makees room " high member is period in time immemorial people, It is present known first people with "high" Wei Shi in history, " high member makees room " is said with present words, and exactly high member is invented House.High member is the first epoch for realizing that inhabitation and cave are lived on mankind farewell tree, allows the mankind to enter with his intelligence and wisdom Civilized society, his contribution cannot only use " inventor " word that can include.All it is height as a member of Gao Shi families This first great Gao Shi first ancestor and take pride in！It forges ahead courageously！It is that he encourages the more science and technology items of our innovation and creation to benefit people Class！It is also to push human society fast-developing, moves towards culturally advanced former spring and power.

It, must people in the prevalence of construction site during the frame structure construction that builds a building just being widely applied now Work working at height builds shelf, frame plate, supporting, branch mold, catches and set, tie up, retouching solid, welding, fixed steel bars, and wet method scene is poured Armored concrete is built in length and breadth during the site operation of multiple kinds of beam, bracket beam, balcony, column, floor, stair, it is all aobvious Work it is continuous complicated, be overlapped and influence each other, pouring reinforcement concrete at the scene can only be by single construction kind or single floor After successively pouring at the scene successively, it is also necessary to conserve one month time successively, the concrete poured can be only achieved load-bearing Then intensity removes the attaching materials such as mold, supporting, frame plate, the fore-set used in cast in situs, could carry out down what one of work continued Construction.If the winter of rainy day gas or severe cold need to stop constructing to the wind, it can not continuously construct, make one building multilayer of building or high building Building cycle be up to 2 or three years.

Live cement mortar wet method builds the brick masonry wall built all there is volumes big, itself weight, is external and internal wall by it Inside and outside two sides and floor upper and lower surface are required for the thick continuous complexity of work, seriously polluted multilayer, fine sand grieshoch and decorative heat preservation layer Construction, not only waste a lot of manpower and material resources more keeps building fundamental mechanics load very big in this way, brick masonry wall and frame structure Beam in length and breadth, column, floor be connected and fixed fragility, once spot shakes rolling, whole building shock resistance becomes poor more aobvious It is abnormally dangerous, there is also the wastes of diversified auxiliary material, while also to emit greatly apply in the construction process Worker person's life security and property safety hidden danger.

Invention content

In order to solve the above technical problems, the present invention proposes a kind of prefabricated concrete frame structure and its installation side entirely Method, it is construction assembled by installation, it leans on safely, efficient quick, energy conservation and environmental protection.

The central idea of emphasis combination China's national situation of the present invention, invention is exactly revolutionary implementation building industrialization, building Prefabricated reinforced concrete frame structure component, the whole beam in length and breadth of the armored concrete that is prefabricated in the factory fix sun to building entirely The bracket beam of platform, whole column, whole floor, whole lining, whole build-in the Side fascia of door and window and insulating layer, whole building Prefabricated profiled special modular mold, the special mobile electrothermal of terraced, whole balcony automatically control steam curing device, mobile folding Stacked steam curing room, special facilities, equipment making and precast reinforced concrete structure moulding process and scene splicing installation side Method.

The construction of the complete prefabricated reinforced concrete frame structure that builds a building of the present invention, it is only necessary to pour at the scene Each upright post basic in each room of first floor and in the pre-buried upper steel pipe flange connector in each foundation columns upper surface center and connector surrounding Pre-buried upper connection reinforcing bar, the steel pipe flange as each column lower end face build-in with mutual corresponding each room of first floor connect The connection reinforcing bar that head and connector surrounding are reserved corresponds connection.

The invention also discloses the pre-formed molds for the complete prefabricated reinforced concrete frame structure that builds a building Make, be all made of common shaped steel, steel plate, bolt materials be easy, moulding is compact, weight is light, it is cheap, highly practical, make It leaned on long lifespan, safety, prefabricated yield height, quality of finished product good, low production cost, be suitable for popularization.

In order to achieve the above object, the invention discloses a kind of complete prefabricated concrete frame structure and its installation sides Method, the building built by the frame structure and installation method, more firm, safety, and also it is efficient.

Technical scheme is as follows：A kind of complete prefabricated concrete frame structure, by several precast concretes Frame structure be spliced into it is different build a building, it is described build a building by A structures or B structure splicing, install；

The A structures include prefabricated profiled composite structure, i.e.,：Both ends of the surface center build-in the straight mouth of steel pipe flange inside and outside circle Keep the connection whole column of reinforcing bar in advance, quadrangle is the angles R and surrounding keep in advance the whole floor of connection reinforcing bar, be plugged into it is vertical Whole lining on the outer right angle of column, be plugged on the outer right angle of column and build-in door and window and insulating layer inside and outside integral wall, The whole balcony of bracket beam balcony one；

Its method for prefabricating is：Moving electric heating formula steam curing device is used after said combination structure is pre-formed, is folded mobile Formula steam curing is conserved in room, through staged heating, constant temperature, heat preservation, staged temperature-fall period, makes steam-cured component Reach load bearing stength；According to the method described above successively it is multiple batches of it is prefabricated, conserve, remove curing room component and sectional die point From demoulding, while mounting structure being carried out on component successively and numbering and log in account, assembly mounting coordinate figure is done according to design, is pressed According to the mode sat in the right seat, each component is numbered in write-in assembly coordinate diagram, the assemble sequence of each component is indicated or indicates successively The corresponding position of each component is shipped to built building basis building-site, first presses assembly planning scheme, successively that component is pre- It is placed on and is easy to lift and in the range of hanging device allows operation, waits entering with the basis that builds a building successively splice and pacify Dress.

Preferably, include by connect with column steel pipe flange connector, reserved connection reinforcing bar and keep connection steel in advance The Horizon of muscle in length and breadth beam it is combined at building basis.

Preferably, described using building a building made of A structures to form, installation method is：First floor is assembled successively Straight mouth outside the steel pipe flange connector outer circle of each column lower end face center build-in is inserted into pre-buried with mutual corresponding each upright post basic In steel pipe flange connector inner circle in straight mouth, four bolts fasten two flanges, make each column lower end all with corresponding each upright post basic and The two ends of various regions flat-topped ridge form connecting node, the reserved connection reinforcing bar in connecting node region, and concreting node is fixed；

Then it by right angle in each whole inside and outside wall board, is plugged into successively on the outer right angle of corresponding each column, completes first floor Inside and outside integral wall all with each column plugged and fixed；

Each crossbeam at the top of first floor is lifted successively, the east head of each crossbeam is placed on the western right angle of eastern column, western end Head is placed on the right angle of western column east, makes the longitudinal centre line of each thing crossbeam all on the thing diagonal line of each column；It hangs successively Each north and south longeron is filled each south of each longeron head all by being placed on the Beijiao of each southern column, each the North head all by being placed on northern column Nan Jiao on；Each bracket beam is lifted successively the end for having reserved connection reinforcing bar by being placed on corresponding column Nan Jiao, it is another End by be placed on upper hanging type installation bracket beam bracket on, make the longitudinal centre line of each beam in north and south and each bracket beam all with it is corresponding The north and south diagonal line of each column is a straight line；

Straight mouth outside the steel pipe flange outer circle of each column lower end face build-in of two floors is lifted successively, and it is each vertical to be sequentially inserted into first floor In the steel pipe flange inner circle of column upper surface center build-in in straight mouth, four bolt fastenings keep one, two each columns of floor all mutually right It should connect；Each the upper end of the column face of Stall forms connecting node with each column lower end face of two floors and bracket beam, passes through concrete Section is poured to fix；

Successively at the top of lifting first floor the surrounding of each whole floor be individually placed to corresponding two longeron, on two crossbeams, hang The thing both sides for filling each whole balcony slab are individually placed on corresponding bracket beam, and the north is placed on thing crossbeam, makes first floor top Each whole floor in portion, whole balcony slab all complete abutting joint with each beam；

Right angle in each inside and outside integral wall of two floors is lifted successively to be inserted on the outer right angle of corresponding column, keeps two floors each interior Outer integral wall is all fixed on each column；

Each whole floor surrounding in two floor tops is lifted successively to be placed on corresponding beam in length and breadth, lift each whole balcony slab east Western both sides are placed on corresponding bracket beam, and the north is placed on thing crossbeam, make each whole floor of two floors, each whole balcony slab all Splice with each beam and install, lift the balcony corridor safe fence of stair and two floors, each node of concreting is i.e. complete after fixing At the splicing of the A structures of building, installation.

Preferably, the B structure includes prefabricated profiled composite structure, i.e.,：Each upright post basic including building is pre-buried With the steel pipe flange connector of first floor each column lower end head docking, connect reinforcing bar and it is pre-buried with beam wall integrated board built in column it is pre- The connection reinforcing bar and Horizon stayed beam in length and breadth；And straight mouth outside the outer circle of the steel pipe flange connector of each column center build-in of first floor It is inserted into the inner circle of pre-buried steel pipe flange connector in straight mouth, four bolts fasten two flanges, make each column of first floor all With corresponding each upright post basic and each Horizon in length and breadth beam two ends formed connecting node, column and column, Liang Yuliang and basis is pre- The connection reinforcing bar stayed corresponds connection anchoring, and concreting node region is fixed；

Its method for prefabricating is：Moving electric heating formula steam curing device is used after said combination structure is pre-formed, is folded mobile Formula steam curing is conserved in room, through staged heating, constant temperature, heat preservation, staged temperature-fall period, makes steam-cured component Reach load bearing stength；According to the method described above successively it is multiple batches of it is prefabricated, conserve, remove curing room component and sectional die point From demoulding, while mounting structure being carried out on component successively and numbering and log in account, assembly mounting coordinate figure is done according to design, is pressed According to the mode sat in the right seat, each component is numbered in write-in assembly coordinate diagram, the assemble sequence of each component is indicated or indicates successively The corresponding position of each component is shipped to built building basis building-site, first presses assembly planning scheme, successively that component is pre- It is placed on and is easy to lift and in the range of hanging device allows operation, waits entering with the basis that builds a building successively splice and pacify Dress.

Preferably, successively in each inside and outside beam wall integrated board of lifting first floor right angle be plugged into it is straight outside corresponding each column On angle, each column of first floor is set to form connecting node with each inside and outside beam wall integrated board and each beam in length and breadth, each Liang Qiang one The reserved connection reinforcing bar of the built-in column of the plate connection reinforcing bar reserved with corresponding each beam in length and breadth and house foundation, which is connected with each other, to be anchored, Concreting node region is fixed；

Straight mouth outside the outer circle of each column lower end face of two floors center build-in steel pipe flange is lifted, is inserted into lower pillar stand upper surface In the inner circle of heart build-in steel pipe flange in straight mouth, four bolts fasten two flanges, and each column of one or two floors is made all to complete to dock；

The whole floor in lifting first floor roof portion, whole balcony slab are individually placed to corresponding beam in length and breadth, bracket beam successively Corresponding connection node above and with beam in length and breadth, the upper end of bracket beam and first floor column, two floor column lower ends is formed, is completed each pre- Being correspondingly connected with for reinforcing bar, concreting node region is stayed to fix；

Right angle in each internal and external beam wall integrated board of two floors is lifted successively to be plugged on the corresponding outer right angle of each column, makes two layers Each internal and external beam wall integrated board in building all connect with each column and with above the beam of each internal and external beam wall integrated board of first floor, two floors Four of each whole floor below each beam wall integrated board, at the top of first floor while facade, balcony slab three while facade form connection Node, the beam wall integrated board of the reserved connection reinforcing bar and two floors of built-in column above the first floor beam wall integrated board of node region Following face built in the reserved connection reinforcing bar of column and whole floor at the top of mutual corresponding first floor, balcony slab, bracket beam it is reserved Steel all corresponds connection, and concreting node region is fixed；

Each whole floor of two floors is lifted successively, each whole balcony slab is put at the top of corresponding two floor in length and breadth respectively On beam, bracket beam, make each beam in length and breadth at the top of two floors, bracket beam, whole floor, balcony slab, the upper end of the column face shape assembly connection Node；Each connection reinforcing bar that node region is reserved is corresponded connection anchoring, concreting node region is fixed, and installation is whole After the balcony corridor safe fence in body stair and two floor rooms, the complete prefabricated splicing peace to build a building of B structure is completed Dress.

Preferably, further including connection reinforcing bar special joint, splice, for the pre- of column built in precast beam wall integrated board It lingers on and connects splice, the reserved connection splice of whole floor of precast reinforced concrete structure, above-mentioned connector, be all made of height The high-quality steel of intensity, forged machining are made.

Preferably, further include the special hoisting column suspender being connect with the steel pipe flange of prefabricated stand column upper end, it is prefabricated whole The fixed mechanism of the assembling die quadrangle of body wallboard and beam wall integrated board, prefabricated entirety floor assembling die quadrangle are connected and fixed Mechanism, precast reinforced concrete structure automatically control steam curing device with moving electric heating formula), installation T words beam connects with lower upright Connect node without support upper hanging type trouble free service hanging basket, Side fascia and the connecting node of beam and floor outer periphery in support without hanging The safety work hanging basket of formula construction personnel, the upper hanging type bracket beam Special hanging of bracket beam and the installation connection of lower upright and beam Frame and movable folding type steam curing room.

Preferably, further including the sectional die being made of shaped steel, steel plate, bolt, horizontal prefabricated workbench, group is used Box-like mold comes prefabricated reinforced concrete crossbeam, longeron, bracket beam.

Preferably, including with the sectional die of shaped steel, steel plate, bolt, horizontal prefabricated workbench combination forming, use The sectional die carrys out two steel pipe flange connectors of the prefabricated both ends of the surface center build-in in column.

Preferably, including using institute with shaped steel, steel plate, bolt, horizontal prefabricated workbench and the sectional die formed Sectional die is stated, prefabricated surrounding facade keeps the whole floor of connection reinforcing bar in advance.

Preferably, including using shaped steel, steel plate, bolt, horizontal prefabricated workbench, the sectional die of synthesis to use institute Stating that sectional die is prefabricated can be with the interior right angle entirety lining of right angle grafting outside column.

Preferably, including using shaped steel, steel plate, bolt, horizontal prefabricated workbench, the sectional die of synthesis to use institute It states the prefabricated build-in of sectional die and right angle entirety Side fascia in two facades of door and window and insulating layer.

Preferably, including using shaped steel, steel plate, bolt, horizontal prefabricated workbench, the sectional die of synthesis to use institute State the prefabricated whole balcony for keeping connection reinforcing bar of sectional die.

Preferably, including the sectional die with shaped steel, steel plate, bolt, horizontal operation platform composition；The combined type mould Tool is used for prefabricated inside and outside beam Wall integrated boards.

Preferably, being coated with decorative paint in the prefabricated profiled composite structure, it is complicated, dirty to eliminate construction Cheng Xu The processing work for contaminating serious inside and outside wall board and floor upper and lower surface is continuous.

This patent is that it eliminates multilayer or high-rise building construction site with the maximum difference of present form of construction work, it is necessary to To build that support shelf, frame plate, live formwork erection tool, live high-altitude armored concrete pours and constructor from Stall to uppermost storey When member is outside construction processing exterior wall and is building support shelf, frame plate and removing support shelf, the frame plate built in the finished Complicated work it is continuous, all emit greatly personal life security hidden danger.Emphasis of the present invention realizes building in building splice, peace thus It fills in work progress, only needs the splicing installation of loop wheel machine lifting components, do not need construction site and build a framework, frame plate, formwork erection tool, support Column, the minimal amount of concrete of cast in situs component connecting node are fixed.

The splicing installation of whole components of complete prefabricated reinforced concrete frame structure uses two kinds of structure realities of A or B The splicing mounting process of a technical solution is applied, the construction speed of uniform day first floor need not build shelf, frame plate, fore-set, branch Support, supporting eliminate continuous complicated, seriously polluted inner-outer wall skin and floor top and bottom the reason of removing of work, are that Liang Qiang is integrally tied by it Structure, not only simplifies that slinger is continuous, mainly takes full advantage of the reinforcing bar of the built-in column of beam wall integrated board and reinforcement foundation always It is connected to the top of building, the weight-bearing load of beam of its one, basis is directly passed to, is equal to five meters to ten meters of span The pressure and own wt load that petrail should bear do not have to transmit to the column of the two ends except several meters, have respectively more Column is directly delivered on the basis of house respectively in a manner of changing generally zero built in a Liang Qiang one, at the same by crossbeam five to The pressure and load of ten meters or so spans, the span shortening within two meters make crossbeam change the light relatively girder of the small body of adult, again It is solidified as a whole with integral wall and increases self-strength, more take full advantage of the interior right angle of its two facades, be directly plugged on vertical On the outer right angle of column, outside the interior right angle alignment post started facade under beam wall integrated board on right angle, downward grafting is with slotting Depth increase is connect, the labor solidity of the splicing of beam wall integrated board and column, stability are exactly beam wallboard with increase, when being plugged into bottom Installation is complete and is solidified as a whole with column splicing, not only shortens the lifting time, while eliminating adjustment beam, stablizing the high-risk of beam Dangerous work is continuous, ensure that the safe and convenient of lifting, building industrialization of really having withdrawn deposit, complete prefabricated reinforced concrete frame Structure, element factory, construction splicing installationization it is efficient, safely, quickly, the green building of energy-saving and environmental protection.

Beneficial effects of the present invention：

(1) it need not emit by acknowledged high risk, artificial working at height at the scene is built or complete dismounting Shelf, frame plate, branch mold, support the complicated work of fore-set continuous, and pollution-free, energy conservation and environmental protection of constructing, convenient and efficient, safety is high Effect originally needs two trienniums that could build a building building of completion, the current complete prefabricated armored concrete of the present invention The new process building of frame structure can be completed whole as soon as realizing the construction speed of day first floor within time one or two months The construction in building building.

(2) a whole set of production line belongs to semi-automatic semi-artificial auxiliary operation, greatly reduces the labor intensity of producers, Preferably resolve the problem of employment of part rural migrant worker brother.

(3) because all precast reinforced concrete structures are pre-formed with special modular mold all in workshop, component Surfacing is smooth to spray decorative paint, so it is high, seriously polluted inside and outside wall board to eliminate the continuous complexity of work, construction risk The multiple tracks of two sides and floor upper and lower surface handles work and continues, and saves a large amount of human and material resources and construction time, substantially reduces throwing The period is provided, construction efficiency and economic benefit are improved.

(4) precast reinforced concrete structure constant temperature, the best care environments of constant humidity steam curing room in conserve it is solidifying Gu while ensure that component high intensity, high quality, component is also achieved in prefabricated, steam curing not by season, day The limitation of gas, weather, 306 days 1 year, continuous prefabricated, the steam curing operation of daily twenty four hours was existing for construction The continual prefabricated component of offer in field carries out splicing installation.

(5) industrialization that builds a building of the invention, full assembled steel tendon concrete frame structure, the prefabricated life of element factoryization Production moulding process and the special modular mold of scene splicing assembly method and precast reinforced concrete structure are all made of plain edition Steel making, it is high that low production cost, service life are long, prefabricated components are molded flat smooth, quality of finished product good, production efficiency.It is whole The splicing of building building precast reinforced concrete structure is installed, and need to only be connected and be applied with node with the mechanical higher lifting operation of chemical conversion degree Work eliminates artificial working at height and builds shelf, Frame plate, support fore-set, supporting formwork erection tool, is laid with binding reinforcing bar, situ wet Method casting concrete, complicated, seriously polluted, the dangerous high site operation of the multiple stackings for doing inner-outer wall skin.Realize entirety Work progress is simple and efficient, energy-efficient section money, is the industrialization green building of safety and environmental protection.

Description of the drawings

Fig. 1 be the prefabricated both ends of the surface center of the present invention it is embedding the column particular manufacturing craft schematic diagram of steel pipe flange.

Fig. 2 is the special mechanism schematic diagram of prefabricated stand column both ends of the surface of the present invention center embedded steel tube bump joint.

Fig. 3 is the column group that column both ends of prefabricated more of the batch of the present invention compared with small dimension are equipped with steel pipe flange connector Molding tool schematic diagram.

Fig. 4 is that the relatively thick short column both ends of prefabricated more an of batch of the present invention are equipped with the column combination die of steel pipe flange connector Has schematic diagram.

Fig. 5 is that prefabricated much higher column both ends of a batch of the present invention are equipped with the column assembling die of steel pipe flange connector Schematic diagram.

Fig. 6 is the assembling die schematic diagram of the prefabricated more crossbeams of a batch of the present invention.

Fig. 7 is the assembling die schematic diagram of the prefabricated more longerons of a batch of the present invention.

Fig. 8 is the mold schematic diagram of the prefabricated whole floor of the present invention.

Fig. 9 is the assembling die schematic diagram of the platform prefabricated polylith entirety floor of the present invention.

Figure 10 is the prefabricated arrangement of reinforcement of whole floor and thermal insulation material combination forming schematic diagram of the present invention.

Figure 11 is the batch Prefabricated composite mold schematic diagram of prefabricated one integral slab of polylith beam wall successively up and down of the present invention.

Figure 12 be the present invention beam wall one it is whole and embedding the combined type front-axle beam wall one board mold schematic diagram of door and window.

Figure 14 be the present invention both ends of the surface center it is embedding steel pipe flange connector and connection reinforcing bar prefabricated stand column schematic diagram.

Figure 15 is being overlapped on column angle and illustrating equipped with the pre-formed crossbeam for inserting column angle steel muscle groove for the present invention Figure.

Figure 16 is being overlapped on column angle and illustrating equipped with the pre-formed longeron for inserting column angle steel muscle groove for the present invention Figure.

Figure 17 is being overlapped on column angle and being equipped with the bracket beam schematic diagram for inserting column angle steel muscle groove for the present invention.

Figure 18 is the prefabricated profiled integral wall schematic diagram of the present invention being plugged on column right angle.

Figure 19 is arrangement of reinforcement and the thermal insulation material synthesis for the pre-formed integral wall of the present invention being plugged on column right angle Schematic diagram.

Figure 20 is pre-formed and embedding the whole front wallboard schematic diagram of door and window of the present invention being plugged on column right angle.

Figure 21 is pre-formed and embedding the rear integral wall schematic diagram of window of the present invention being plugged on column right angle.

Figure 22 is that the surrounding of the present invention is kept in advance and floor reserved steel bar in length and breadth between the next door of above beam and left and right is mutual The pre-formed whole floor schematic diagram of corresponding splicing.

Figure 23 is that pre- keep of the present invention is spelled with above crossbeam, bracket beam with the balcony slab reserved steel bar of left and right adjacent room The pre-formed schematic diagram of whole balcony slab connect.

Figure 24 is pre-buried pipe flange connector connect with column in building basis of the present invention, connects reinforcing bar and keep spelling in advance Connect the building basic schematic that the ground flat-topped ridge of reinforcing bar is combined into.

Figure 25 is each column of assembly first floor and mutual corresponding each upright post basic and various regions flat-topped ridge two ends of the present invention Spicing forming type node schematic diagram.

Figure 26 is that right angle is plugged on the outer right angle of each column and completes successively in each integral wall of assembly first floor of the present invention Each column of first floor all fixes schematic diagram with each integral wall inlaying grafting assembly of first floor.

Figure 27 is that the present invention holds the outside one end of bracket beam successively using each hanger, and inner face is placed on corresponding column angle Go up and adjust it is parallel after be sequentially completed bracket beam with beam and lower upright are spliced to form node schematic diagram in length and breadth.

Figure 28 is each column of two floors and each lower pillar stand of first floor, each beam in length and breadth, each bracket beam splicing shape of the present invention At node schematic diagram.

Figure 29 is that one layer of whole floor of the present invention is placed on surrounding in the upper plane of four main national highways in China beam successively, completes one Each floor of layer is all spliced to form node schematic diagram with mutual corresponding beam, column.

Figure 30 is that each integral wall of two floors of the present invention is all sequentially completed and each column plugged and fixed schematic diagram of two floors.

Figure 31 is the upper layer entirety floor of the present invention, be all sequentially completed with plane on mutual corresponding beam in length and breadth, balcony slab, Roof the upper end of the column head, assembly be spliced to form node and balcony enclose safely cable, stair installation wait for that concrete pours each node successively The assembly scheme of installation of the fixed whole building for completing A constructive embodiment technical solutions.

Figure 32 is that integrally embedding door and window is also kept and corresponding upper underbeam by the Liang Qiang being plugged on column right angle of the present invention The unjointed beam wall integrated board schematic diagram that the reserved reinforcing bar of wall integrated board is connected with each other.

Figure 33 is that the present invention is plugged on column right angle, integrated embedding the windows of Liang Qiang, keep in advance with it is mutual corresponding on The unjointed beam wall integrated board schematic diagram of the reserved steel bar connection of underbeam wall integrated board.

Figure 34 is being plugged on column right angle also to keep in advance and being lingered in advance with corresponding upper beam wall integrated board downstairs for the present invention Connect the schematic diagram of the beam wall integrated board of reinforcing bar interconnection.

Figure 35 is that pre-buried the steel pipe flange being connect with column in basis of the frame structure of the beam wall integrated board of the present invention connects Head, connection reinforcing bar and beam wall integrated board built-in reinforced column connection reinforcing bar and successively each column of first floor all with phase Mutually the two ends of corresponding basis and ground flat-topped ridge are completed to dock and form connecting node schematic diagram.

Figure 36 is each beam wall integrated board of first floor of the present invention, is all plugged into successively on corresponding column, completes one Each beam wall integrated board of floor all splices fixed schematic diagram with each column.

Figure 37 is each column of two floors of the present invention, each bracket beam, beam is all each vertical with each mutual corresponding first floor in length and breadth Column upper end is spliced to form node schematic diagram.

Figure 38 be the present invention one layer of whole floor, balcony slab successively all with mutual corresponding beam in length and breadth, bracket beam, two layers Each column lower end in building completes splicing, forms connecting node schematic diagram.

Figure 39 be whole columns of two layers of assembled building of the present invention, beam wall integrated board Inner plant column all with basic phase Mutually corresponding connection reinforcing bar all connects, and it is the main guiding principle frame of antidetonation with the built-in whole columns of beam wall integrated board to be formed using whole columns The schematic diagram of strong load-bearing antidetonation net is also formed with whole columns, whole beams while load-bearing.

Figure 40 is the full assembled of the present invention, the built-in reinforced column of the Liang Qiang one of reinforced concrete frame structure Have load-bearing, antidetonation and the circuit theory schematic diagram for shearing wall function.

Figure 41 is the beam of the present invention, the reserved Large-size rebar jointing schematic diagram of column.

Figure 42 is the jointing schematic diagram of the beam of the present invention, the reserved minor diameter reinforcing bar of column.

Figure 43 is column reserved steel bar jointing schematic diagram built in beam wall integrated board.

Figure 44 is the reserved connection splice schematic diagram of the prefabricated whole floor of the present invention.

Figure 45 is the suspender schematic diagram that special hoisting column is connect with the steel pipe flange of the upper end of the column of the present invention.

Figure 46 is that the fixed mechanism of the assembling die quadrangle of the prefabricated interior right angle integral wall of the present invention, beam wall integrated board shows It is intended to.

Figure 47 is the fixed mechanism schematic diagram of the assembling die quadrangle of the prefabricated whole floor of the present invention.

Figure 48 is that the moving electric heating formula of the present invention automatically controls steam curing device schematic diagram.

Figure 49 is to install T words beam with lower upright connecting node without support upper hanging type trouble free service hanging basket schematic diagram.

Figure 50 is that Side fascia and the safety without support upper hanging type construction personnel of the connecting node of beam and floor outer periphery are made Industry hanging basket schematic diagram.

Figure 51 is the upper hanging type bracket beam hanging rack special schematic diagram of bracket beam and the installation connection of lower upright and beam.

Figure 52 is the movable folding type steam curing room schematic diagram of the present invention.

Specific implementation mode

For the clear purpose of the present invention, the technology of the present invention feature, advantage and advantageous effect are embodied, makes present disclosure more Add letter aobvious understandable.It is further described in detail with reference to specific embodiments of the present invention technical solution：

The making member embodiment schematic diagram of the particular manufacturing craft of prefabricated reinforced concrete entirety column as shown in Figure 1, it Be with surface plate 1-1, facade plate 1-2 on common shaped steel, steel plate, bolt welding composition, including two longitudinal risers, both ends panel Fixed board 1-3, both ends end plate 1-4, bottom plate 1-5, bolt 1-6,1-7,1-9 to 1-11, bottom wheel 1-8, in both ends of the surface riser The heart is the hole 1-12 of the centre bore and reserved connection reinforcing bar of pre-buried pipe flange, and above-mentioned component constitutes the prefabricated particular manufacturing craft of column, For the whole column of prefabricated and production.

The steel pipe flange connector at prefabricated stand column build-in column both ends of the surface center as shown in Figure 2, for ensureing that two ends connect Head height precision is embedded in the special mechanism of a straight line, it includes inner prop 2-1, the outer tube 2-2 with inner prop precision-fit of lifting, Lifting portal frame 2-3, the support plate 2-5 of mounting flange connector, the ring flange 2-6 of mounting flange connector, fastening bolt 2-7,2- 8,2-9, lifting screw, nut 2-10 and 2-11, the steel pipe flange embedded bar 2-12 being embedded in when prefabricated in concrete column The prefabricated stand column embedded steel tube flange mechanism of composition.

The column assembling die of the prefabricated more small dimensions of a batch as shown in Figure 3, it includes fixing between prefabricated stand column The inserting column 3-1 of facade partition board, reserved connection reinforced hole 3-2, the embedded steel tube flange center hole 3-3 of assembling die end face riser, The relatively post sectional die of longitudinal facade partition board 3-4 compositions between prefabricated stand column.

The relatively thick short column assembling die of prefabricated more an of batch as shown in Figure 4, it includes between grafting prefabricated stand column Longitudinal riser fixed column 4-1 combines column end face riser 4-2, and prefabricated more an of batch for reserving connection reinforced hole 4-3 compositions is vertical Column combination formula mold.

The assembling die of the prefabricated much higher columns of a batch as shown in Figure 5, it includes that prefabricated stand column end face is lingered in advance Reinforced hole 5-1 is met, the fixed column 5-2 of longitudinal facade partition board between grafting prefabricated stand column, longitudinal facade partition board between column 5-3 is formed.

As shown in fig. 6, for the assembling die of the prefabricated multi rack crossbeam of a batch, it includes longitudinal facade between prefabricated crossbeam Partition board 6-1, the column 6-2 of plugged and fixed longitudinal direction facade partition board, the combination end face for keeping the reserved connection reinforced hole in crossbeam end are vertical The sectional die of the prefabricated more crossbeams of a batch of plate 6-3 compositions.

The assembling die of the prefabricated multi rack longitudinal beam of a batch as shown in Figure 7, it includes vertical between the prefabricated longeron of grafting The column 7-1 of face partition board, facade partition board 7-2 are made of primary pre- the combination longeron end face riser 7-3 of reserved connection reinforced hole The mold of multi rack longitudinal beam processed.

The mold of prefabricated one piece whole floor as shown in Figure 8, it includes that two molds laminate fixed bolt hole 8- up and down 1, prefabricated entirety floor longitudinal direction formwork erection baffle 8-2, prefabricated 8-3 of vertical equity, prefabricated entirety floor transverse direction formwork erection baffle 8-4 groups At molds embodiment.

The assembling die of the prefabricated polylith entirety floor of a batch as shown in Figure 9, it includes longitudinal facade baffle mold plate 9-1 and 9-4, the spliced eye 9-2 of plugged and fixed upper/lower die reserve the hole 9-3 of connection reinforcing bar, form combined type entirety building slab Tool.

The arrangement moulding process of the arrangement of reinforcement and thermal insulation material of the built-in column of prefabricated whole floor as shown in Figure 10, it is wrapped It includes, thermal insulation material 10-1, concrete fixed bed 10-2, built-in column reinforcing bar 10-3, mold facade baffle 10-4, upper/lower die are fixed Detain 10-5 compositions.

As shown in figure 11, the prefabricated polylith of a batch, the assembling die of inner beam wall integrated board, it includes beam wall integrated board beam portion Divide mold facade baffle 11-1, upper/lower die spliced eye 11-2 and inserting column 11-3, reserves beam connection reinforced hole 11-4 compositions.

Prefabricated embedding the mold of the front-axle beam wall integrated board of door and window as shown in figure 12, it includes that reserved beam connects reinforced hole 12-1, reserves build-in window side hole internal model box 12-2, and the prefabricated build-in of the square hole Inner mould boxes 12-3 compositions of reserved build-in door The Die Embodiment of the beam wall integrated board of door and window.

The embodiment of the prefabricated pre- back rest wall one board mold for keeping build-in window side hole internal model box as shown in fig. 13 that：It The mold 13-1 for including the prefabricated interior right angle of two facade of beam wall integrated board keeps box mold 13-2 and 13- in build-in window side hole in advance 5, upper and lower mould spliced eye 13-3 reserve beam connection reinforced hole 13-4 compositions.

Prefabricated profiled both ends of the surface center build-in as shown in figure 14 the column of steel pipe flange connector：It includes column sheet Body 14-1 is reserved and is connected reinforcing bar 14-2, steel pipe flange 14-3, flange fastening screw hole 14-4, straight mouth 14-5 in inner circle, high strength steel Pipe 14-6 compositions.

Prefabricated profiled transverse beam as shown in figure 15：It includes integrally formed beam ontology 15-1, and it is vertical to keep grafting in advance The groove 15-2 of column angle steel muscle keeps connection reinforcing bar 15-3 compositions in advance.

Prefabricated profiled longitudinal beam as shown in figure 16：It includes the molding longitudinal beam ontology 16-1 of integral preform, is reserved The groove 16-2 of grafting column angle steel muscle, and reserved connection reinforcing bar 16-3 compositions.

The bracket beam of prefabricated profiled support balcony as shown in figure 17：It includes the molding bracket beam ontology of integral preform 17-1 keeps the groove 17-2 of grafting column angle steel muscle in advance, keeps connection reinforcing bar 17-3 compositions in advance.

The prefabricated profiled whole lining being plugged on column right angle as shown in figure 18：It includes integrally formed Integral wall ontology 18-1, and with outside column in the integral wall of right angle grafting right angle 18-2 form.

Reinforcing prop, girder construction, arrangement of reinforcement and the thermal insulation material combination of the molding integral wall of integral preform as shown in figure 19 Moulding process：It includes the molding integral wall ontology 19-1 of integral preform, wallboard facade concrete structure 19-2, and reinforcing prop is matched Muscle 19-3, arrangement of reinforcement 19-4 and thermal insulation material region the 19-5 composition of reinforcing beam.

Whole front wall that is that the molding build-in of integral preform as shown in figure 20 door and window and being plugged on the outer right angle of column Plate ontology 20-1 is plugged into right angle 20-2 in the integral wall on the outer right angle of column, reserves the mouth 20-3 of build-in door and reserve embedding Gu the mouth 20-4 compositions of window.

The molding whole rear wall plate of integral preform as shown in figure 21：It includes whole rear wall plate ontology 21-1, with column Right angle 21-2 in the integral wall of outer right angle grafting, and the mouth 21-3 of reserved build-in window are formed.

Connection is kept in the molding whole floor ontology 22-1 of integral preform as shown in figure 22, and whole floor surrounding in advance The 22-2 of reinforcing bar is formed.

The molding whole balcony slab of integral preform as shown in figure 23：It includes whole balcony ontology 23-1, and is kept in advance The reinforcing bar 23-2 compositions being connect with crossbeam reserved steel bar, bracket beam reserved steel bar.

Build a building complete prefabricated reinforced concrete frame structure, is filled using A Standards technical solution or B structure Spliced, installed with technical solution.When using A Standards technical solution come when carrying out assembly：Including both ends of the surface center Build-in the straight mouth of steel pipe flange inside and outside circle and keeps the connection whole column of reinforcing bar in advance, quadrangle is the angles R and the surrounding company of keeping in advance The whole floor of reinforcing bar, the whole lining being plugged on the outer right angle of column are connect, is plugged on the outer right angle of column and build-in door The whole balcony of the inside and outside integral wall of window and insulating layer, bracket beam balcony one；

Its method for prefabricating is：Moving electric heating formula steam curing device is used after said combination structure is pre-formed, is folded mobile Formula steam curing is conserved in room, through staged heating, constant temperature, heat preservation, staged temperature-fall period, makes steam-cured component Reach load bearing stength；According to the method described above successively it is multiple batches of it is prefabricated, conserve, remove curing room component and sectional die point From demoulding, while mounting structure being carried out on component successively and numbering and log in account, assembly mounting coordinate figure is done according to design, is pressed According to the mode sat in the right seat, each component is numbered in write-in assembly coordinate diagram, the assemble sequence of each component is indicated or indicates successively The corresponding position of each component is shipped to built building basis building-site, first presses assembly planning scheme, successively that component is pre- It is placed on and is easy to lift and in the range of hanging device allows operation, waits entering with the basis that builds a building successively splice and pacify Dress.As shown in figure 24, it is only necessary at the center for doing each upright post basic of building, the steel pipe flange connector and steel pipe of the pre-buried upper present invention The outside surrounding of bump joint, the pre-buried upper mutual corresponding connection reinforcing bar reserved with each column lower end of the first floor, that is, complete At the construction of field basic.

Straight mouth outside the steel pipe flange outer circle of the lower end build-in of lifting each column of first floor as shown in figure 25, is inserted into corresponding In the pre-buried steel pipe flange inner circle in each basis of column in straight mouth, four bolts fasten two flanges, make the column of first floor all with it is right The basis splicing installation answered, forms the two ends connecting node of each column lower end and corresponding basis and each flat-topped ridge in length and breadth, mixes Solidifying soil pours node region and fixes.

The inside and outside integral wall for slinging each room of first floor successively as shown in figure 26, successively in two facade of each wallboard Right angle is sequentially inserted on the outer right angle of each mutual corresponding column, makes the inside and outside integral wall in each room of first floor, all with each room The column at four angles fix.

Each north and south longeron sling successively at the top of each room of first floor as shown in figure 27, an end are placed on each southern column On each Beijiao of end face, another end is placed on each Nan Jiao in each northern the upper end of the column face, and each one end of thing crossbeam is placed on respectively On each Xi Jiao in eastern the upper end of the column face, another end is placed on each Dong Jiao in each western the upper end of the column face, then is sling at the top of first floor The end for fixing each bracket beam of each balcony of two floors is placed on each Nan Jiao in each south the upper end of the column face in each room of first floor On, another end is placed on upper hanging type bracket beam installation Special hanging bracket such as Figure 51, makes each of each north and south longeron and each bracket beam Longitudinal centre line, the diagonal line with the south-north direction of overlapped two column of each north and south are a straight line, each thing crossbeam longitudinal center Line and the diagonal line of the east-west direction of overlapped two the upper end of the column of each thing are a straight line.

Straight mouth outside the steel pipe flange outer circle for slinging each column lower end face of two floors center build-in successively as shown in figure 28, according to It is secondary to be inserted into the steel pipe flange inner circle of each the upper end of the column face of first floor center build-in in straight mouth, successively two layers are fastened with four bolts Two flanges of each the upper end of the column of each column lower end and first floor in building, it is one to make all upper and lower vertical connection of each column of one or two floors Body, and the two ends of each beam in length and breadth between one or two floors, all form connecting node, the beam in connection anchorage node region with The reserved connection reinforcing bar of beam, column and column and Liang Yuzhu, concreting node region are fixed, through steam curing node region coagulation Soil reaches load bearing stength in 12 hours.

The surrounding of the whole floor for slinging each room in first floor top successively as shown in figure 29, is put into each corresponding room It in length and breadth on four beams on planar inner concrete cover, then hangs each room balcony slab and is put on each corresponding bracket beam, make one Each whole floor, balcony slab and each corresponding beam in length and breadth between two floors, and face each entirety floor in room and all form length Square stripe shape overlapped joints, the reserved connection reinforcing bar in each whole floor surrounding, the reserved steel with each beam in length and breadth of node region Muscle, and respectively face the connection reinforcement welding anchoring that the whole floor surrounding in room is reserved, with each connecting node area of concreting Domain is fixed, and steam curing reaches load bearing stength in 12 hours.

Right angle in each inside and outside integral wall in each room of two floors of slinging successively as shown in figure 30 is inserted into two floors successively On the outer right angle of the column of each room quadrangle, keep each inside and outside integral wall in each room of two floors all vertical with each room of two floors Column plugged and fixed.

One end of each whole north and south longitudinal beam for slinging two floor tops as shown in figure 31, it is each to be put into each room of two floors On each Beijiao of south column, the other end is put on each Nan Jiao of each northern column, then slings each east at the top of each room of two floors One end of western crossbeam is placed on each Xi Jiao of each eastern column, and another end is placed on each Dong Jiao of each western column, then is sling solid Each the North head of each bracket beam of fixed two floor balconies is put on each Nan Jiao in each southern the upper end of the column face in each room of two floors, The other end is placed on fixed each upper hanging type on corresponding each column, installs on bracket beam bracket such as Figure 51, makes two floors Each beam, bracket beam in length and breadth at the top of each room all form connecting node with each the upper end of the column face of each quadrangle in each room of two floors, Liang Yuliang, Liang Yuzhu, bracket beam each node region, the connection reinforcing bar reserved with beam-ends head in length and breadth, interconnection is retouched to be mixed admittedly Solidifying soil pours node region and fixes, and reaches load bearing stength through steam curing in 12 hours.It slings again at the top of each room of two floors Each entirety floor surrounding is put into, on the upper plane inner periphery concrete cover of each four beams at the top of each room of two floors, Each balcony version is lifted successively again to be placed on corresponding bracket beam, make each beam, bracket beam in length and breadth at the top of each room of two floors all with Each whole floor in each room, each balcony slab and respectively face the whole floor in room and form the connecting node of strip, node area The reserved steel bar welding in domain is retouched admittedly, and each node region of concreting is fixed, through installing stair and two floor balcony corridors safety After fence, two layers of the whole building of A constructive embodiment technical solutions is realized, the building of full assembled steel tendon concrete frame structure is completed Work.

The build-in of B structure technical solution embodiment as shown in figure 32 the beam wall integrated board of door and window, it include one at Beam the wall integrated board ontology 32-1, the interior right angle 32-2 with right angle plugged and fixed outside column, built in beam wall integrated board above column of type It is reserved with corresponding upper layer, the connection reinforcing bar 32-3 of reserved steel bar below beam wall integrated board, with whole floor reserved steel bar Reinforcing bar 32-4 is connected, beam is reserved and connects reinforcing bar 32-5, reserves build-in window 32-6 and reserved build-in doorway 32-7 compositions.

Integrated molding beam wall integrated board as shown in figure 33：It includes beam wall integrated board 33-1, with right angle grafting outside column Interior right angle 33-2, reserved steel bar 33-3 on built-in column connects reserved steel bar 33-4 above the beam of floor reserving rib, reserves beam and connect Reinforcing bar 33-5 is met, connection reinforcing bar 33-8 compositions below installation window 33-6 and 33-7 and reserved beam wall integrated board interplantation column are reserved.

Beam wall integrated board embodiment as shown in figure 34：It includes the molding beam wall integrated board ontology 34-1 of integral preform, With the interior right angle 34-2 of right angle grafting outside column, with upper layer beam wall integrated board lower end built in column connect reinforcing bar 34-3, connect floor Beam the muscle 34-4, reserved beam-ends face reserved steel bar 34-5 of reserved steel bar connect reinforcing bar 34-6 compositions with the following face of built-in column.

On the basis of A structure technology Solution Embodiments as shown in figure 35, the building of the B structure technical solution embodiment of implementation Each column lower end in room is all fixed with corresponding building basis and ground flat-topped ridge docking splicing, that is, each column angle all at 45 ° point Cloth.

The as shown in figure 36 interior right angle for lifting each internal and external beam wall integrated board of first floor successively is straight outside the corresponding column of grafting On angle, make each beam wall integrated board of first floor all with column plugged and fixed, fixed beam wall integrated board on this grafting column angle, also The upper and lower ends of the reinforced column built in beam wall integrated board, reserved reinforcing bar pre-buried steel corresponding with building basis can be utilized Muscle connects, and roof is consecutively connected to from Stall, the beam wall integrated board inner prop in the buildings Shi Zhengzhuan, all load-bearing and with corresponding each column steel Underbeam wall integrated board reinforcing bar and each layer floor bar are connected with each other on muscle, form powerful load-bearing antidetonation network, advantage also exists It is inserted using the interior right angle of two facades of beam wall integrated board, the outer down at right angles of two edge columns of alignment when beam wall integrated board, lifting It connects, along the increase of inserting depth, beam wall integrated board is synchronous with the column of both sides grafting splicing stability to increase, and is inserted into Position is exactly the solid one of beam, wall, column of grafting, and not only Hoisting Security fast also eliminates acknowledged lifting crossbeam, needs to use Gasket adjusts beam and continues with the high risk work for stablizing beam, effectively closes and has exempted from security risk.The building basis and various regions flat-topped ridge and Each column lower end face of first floor, splicing installation form connecting node, and concreting is fixed.

Straight mouth outside the projecting inward outer circle of the steel pipe flange for hanging each column lower end build-in of two floors successively as shown in figure 37 is inserted Enter in the steel pipe flange inner circle of corresponding each the upper end of the column face build-in of first floor in straight mouth, bolt fastens two flanges, makes one or two layers Each column completes splicing installation.

Four side of each whole floor of first floor of hanging successively as shown in figure 38 is placed on each beam in length and breadth, hangs each balcony slab one successively While being placed on crossbeam, left and right side is placed on corresponding bracket beam, completes each floor of Stall, each balcony slab and beam, bracket beam in length and breadth Each column lower end of two floors forms connecting node.

As shown in figure 39 hangs each beam wall integrated board of two floors successively, is plugged into successively on each column right angle, completes two layers Building whole beam wall integrated board is all completed with each column, and splicing is fixed and a column built in all inside and outside, front and rear beam wall integrated board is reserved Connection reinforcing bar be correspondingly connected with to form node, concreting node region is fixed.Whole load-bearing anti-seismic structure has been withdrawn deposit Liang Qiang The function that integrated board not only has inner-outer wall has been also equipped with the function of beam, the function of column and shearing wall function, whole components It is that armored concrete is connected and fixed, keeps whole mechanics reasonable for structure, is three-dimensional net cage type skeleton with reinforcing bar, with concrete whole Body building is fixed as one, and effectively enhances shock resistance.

The surrounding of the as shown in figure 40 each whole floor for lifting two floors successively is put into, beam in length and breadth at the top of two floors On, lift each whole balcony slab and be put on bracket beam, make each whole floor on two floor roofs, each whole balcony slab all with it is corresponding Each longitudinal beam wall integrated board above beam portion point, beam portion point and bracket beam, the upper end of the column face are formed above transverse beam wall integrated board Splicing installation connecting node, concreting node region are fixed.The safety in the whole stair of lifting and two floor balcony corridors is enclosed Behind column, whole building splicing installation is completed.

The entirety in two floor rooms between the three of the B structure technical solution of full assembled steel tendon concrete frame structure is shown Embodiment schematic diagram is clearly shown, with the main load-bearing anti-seismic frame structure that eight columns of front two rows are combined into, Yi Liangqiang 34 built-in columns of one while load-bearing also by longitudinal beam connected reserved steel bar, crossbeam, bracket beam, whole floor, Whole balcony slab, flat-topped ridge, basis, column reserved steel bar correspond and be connected as one, make the double-decker between upper and lower six Reinforced concrete frame structure is whole, to be main load-bearing antidetonation rack with eight columns, in 34 beam wall integrated boards The load-bearing antidetonation rack that column is secondary is set, the column of reinforcing bar, the beam of Liang Qiang one, built-in column, whole floor, ox are connected keeping in advance Leg beam, balcony slab, Horizon collar tie beam and all reserved connection reinforcing bars on basis all connect in correspondence with each other, by Horizon beam steel basis Reinforcing bar and whole floor bar, it is parallel to connect into armored concrete net, with three layers of flat armored concrete net of upper, middle and lower and 42 A reinforced concrete upright column is vertically connected with, and the advantages of forming three-dimensional armored concrete frame net cagelike structure, seeing the structure is Its not only firm, i.e. antidetonation constructs and assembles quick and safe again.

The reserved larger diameter bar connecting head of beam as shown in figure 41, column：It includes the connection load-bearing for connecting pulling force 41-1 is detained, the connection reinforcing bar 41-2 being plugged in connection load-bearing button connects load-bearing button reinforcing bar insert port 41-3, T-type reinforcing steel bar bear Head 41-4, T-steel muscle major part are inserted in connection load-bearing button and connect load-bearing button stress surface 41-5, and two connection reinforcing bars are the same as at 180 ° The corresponding adjusting pad steel disc 41-6 compositions for tensing reinforcing bar of degree, using high-quality steel forging molding, tension intensity is big, connection is quick, peace It leans on entirely.

The reserved small diameter of beam as shown in figure 42, column connects splice：It includes round pulling force connection ring 42-1, The welding region 42-2 of the reinforcing bar connected, needs connect two reinforcing bars 42-3 and 42-6, connection reinforcing bar be inserted into hole 42-4 and The position 42-5 compositions that reinforcing bar is inserted into pulling force connection ring are connected, using high-quality steel forging molding, pulling force Strong degree is big, installation is fast Prompt, safety is leaned on.

The reserved connection splice of column built in beam wall integrated board as shown in figure 43：It includes connecting reinforcing bar 43-1 and connecting Welded 43-2, plug-in type connect reinforcing bar 43-4, adjust pad 43-5 compositions, using high-quality steel forging molding to tension ring in advance Tension intensity is big, quick for installation, safety is leaned on.

The reserved minor diameter of precast member for reinforcing bar concrete entirety floor as shown in figure 44 connects splice：It includes It is inserted into the connection ellipse casing 44-1 of connection reinforcing bar, connection reinforcing bar insertion, which is held, fishes 44-2 to connect reinforcing bar protection guide groove with semicircle groove profile 44-3 is formed.Using high-quality steel pipe forming, bears pulling force and lean on greatly, safely, is quick for installation.

Flange plate type prefabricated reinforced concrete column lifting special hoisting suspender 45-1 as shown in figure 45：It includes lifting Device lifts nose 45-4, hoisting device ring flange 45-5, the column steel pipe flange 45-3 and ring flange that the straight mouth of hoisting device outer circle is inserted into 45-2 is formed.

Machine is fixed in the combination at four angles of assembling die of prefabricated whole inside and outside wall board and beam wall integrated board as shown in figure 46 Structure, it includes the vertical perpendicular type gusset 46-1, the flat facade baffle 46-2 of mold of mold and fastening equipment adjustment spiral shell at prefabricated interior right angle Bolt 46-3 compositions.It is made of plain edition steel, more than 20 square metres of one piece of integral wall mold only needs four bolts to complete admittedly The function of determining unitary mould, withdraw deposit out it is simple in structure assembling, demoulding, it is easy to operate, quick, safety lean on.

The combination fixed mechanism at four angles of prefabricated entirety R turret board forming dies as shown in figure 47：It includes mold Periphery facade baffle 47-1 and 47-2 and fastening assembling-disassembling bolt 47-3 compositions, are made, low cost dismounting is quick of ordinary steel Safety is leaned on.

Moving electric heating formula as shown in figure 48 automatically controls steam curing device：It includes output steam pipe 48-1, automatic to control Instrument 48-2 processed, power input jack 48-3, water filling bucket 48-4 and lower support leg composition.

Installation T words beam as shown in figure 49 is with construction personnel's operation of lower upright connecting node without support, upper extension Formula trouble free service hanging basket：It includes being made to hang steel in the flat permanent holder 49-1 connections in the right angles Inner being buckled in outside column on right angle with shaped steel The fixation hanging ring 49-2 compositions of cord, it is the Special safety work hanging basket for ensureing construction personnel's safety work.

The connecting node of Side fascia as shown in figure 50 and beam and floor outer periphery is working without support upper hanging type construction The safety work hanging basket embodiment of personnel：Include the hanging basket for being connected and fixed ring 50-1 and make of shaped steel of extension steel wire rope in fixation Ontology 50-2, be also to ensure that the Special hanging basket of safe construction personnel safety operation.

Bracket beam as shown in figure 50 and the upper hanging type bracket beam hanging rack special of the installation connection of lower upright and beam are real Apply example：It includes hanger lower end adjustment screw 51-2, upper extension steel wire rope 51-3, upper extension steel plate 51- on bracket beam external end head 51-1 4 and upper hanger upper end adjustment screw 51-5 is formed, it is to realize that not having to fore-set and support installs and hung in the special no support of bracket beam Formula suspender.

Movable folding type steam curing room embodiment as shown in figure 50：It includes using the molding steam curing room of shaped steel Skeleton 52-1, keeps the temperature damp proof synthesis sealing material 52-2, damp proof heat preserving type circle curtain closing door 52-3, movable pulley 52-4, and input is steamed Steam pipe 52-5 encloses curtain door frame 52-6 and is formed with prefabricated workbench closed material 52-7, is to complete prefabricated reinforced concrete structure The special steam curing room of part.

The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all on the basis of the present invention Or within concept, made by any modification, same replace, improve and be intended to be included within protection scope of the present invention.

Claims (10)

1. a kind of complete prefabricated concrete frame structure, different buildings is spliced by several Precast Concrete Frames Building, which is characterized in that described to build a building by A structures or B structure splicing, install；

The A structures include prefabricated profiled composite structure, i.e.,：Both ends of the surface center build-in the straight mouth of steel pipe flange inside and outside circle and pre- Keep the whole column of connection reinforcing bar, quadrangle is the angles R and surrounding is kept the whole floor of connection reinforcing bar, is plugged into outside column in advance Whole lining on right angle is plugged on the outer right angle of column and build-in inside and outside integral wall, the bracket of door and window and insulating layer The whole balcony of beam balcony one；

Further include by the steel pipe flange connector, reserved connection reinforcing bar and the pre- Horizon for keeping connection reinforcing bar that are connect with column in length and breadth Beam it is combined at building basis；

Described utilize builds a building made of A structures to form, and installation method is：Successively in each column lower end face of assembly first floor Straight mouth outside the steel pipe flange connector outer circle of heart build-in, be inserted into the pre-buried steel pipe flange connector of mutual corresponding each upright post basic in In circle in straight mouth, four bolts fasten two flanges, make each column lower end all with the both ends of corresponding each upright post basic and various regions flat-topped ridge Capitiform is fixed at connecting node, the reserved connection reinforcing bar in connecting node region, concreting node；

Then it by right angle in each whole inside and outside wall board, is plugged into successively on the outer right angle of corresponding each column, completes the interior of first floor Outer integral wall all with each column plugged and fixed；

Each crossbeam at the top of first floor is lifted successively, the east head of each crossbeam is placed on the western right angle of eastern column, western end is put On the right angle of western column east, make the longitudinal centre line of each thing crossbeam all on the thing diagonal line of each column；Lifting is each successively North and south longeron each south of each longeron head all by being placed on the Beijiao of each southern column, each the North head all by the south for being placed on northern column On angle；Each bracket beam is lifted successively the end for having reserved connection reinforcing bar by being placed on corresponding column Nan Jiao, another end By being placed on upper hanging type installation bracket beam bracket, make the longitudinal centre line of each beam in north and south and each bracket beam all with it is corresponding each vertical The north and south diagonal line of column is a straight line；

Straight mouth outside the steel pipe flange outer circle of each column lower end face build-in of two floors is lifted successively, is sequentially inserted on each column of first floor In the steel pipe flange inner circle of end face center build-in in straight mouth, four bolt fastenings；Make one, two each columns of floor all companies of corresponding It connects；Each the upper end of the column face of Stall forms connecting node with each column lower end face of two floors and bracket beam, passes through concreting Node is fixed；

Successively at the top of lifting first floor the surrounding of each whole floor be individually placed to corresponding two longeron, on two crossbeams, lifting it is each The thing both sides of whole balcony slab are individually placed on corresponding bracket beam, and the north is placed on thing crossbeam, are made each at the top of first floor Whole floor, whole balcony slab all complete abutting joint with each beam；

Right angle in each inside and outside integral wall of two floors is lifted successively to be inserted on the outer right angle of corresponding column, keeps two floors each inside and outside whole Body wallboard is all fixed on each column；

Each whole floor surrounding in two floor tops is lifted successively to be placed on corresponding beam in length and breadth, lift each whole balcony slab thing two While being placed on corresponding bracket beam, the north is placed on thing crossbeam, make each whole floor of two floors, each whole balcony slab all with respectively Beam splicing installation, lifts the balcony corridor safe fence of stair and two floors, and each node of concreting completes building after fixing Splicing, the installation of the A structures in room；

Its method for prefabricating is：Moving electric heating formula steam curing device is used after said combination structure is pre-formed, is steamed in movable folding type It is conserved in vapour curing room, through staged heating, constant temperature, heat preservation, staged temperature-fall period, steam-cured component is made to reach Load bearing stength；According to the method described above successively it is multiple batches of it is prefabricated, conserve, remove curing room component is detached with sectional die it is de- Mould, while carrying out mounting structure on component successively and numbering and log in account, assembly mounting coordinate figure is done according to design, according to right Number mode taken a seat numbers each component in write-in assembly coordinate diagram, indicates the assemble sequence of each component or indicate each structure successively The corresponding position of part ships to built building basis building-site, first presses assembly planning scheme, component is placed in advance successively It is easy to lift and in the range of hanging device allows operation, waits entering with the basis that builds a building successively splice and install；

The B structure includes prefabricated profiled composite structure, i.e.,：Each upright post basic including building is pre-buried each vertical with first floor The steel pipe flange connector of column lower end docking, connection reinforcing bar and the reserved connection reinforcing bar of pre-buried column built in beam wall integrated board with And Horizon beam in length and breadth；And straight mouth outside the outer circle of the steel pipe flange connector of each column center build-in of first floor is inserted into pre-buried steel In the inner circle of pipe flange connector in straight mouth, four bolts fasten two flanges, make each column of first floor all with corresponding each column The two ends of basic and each Horizon beam in length and breadth form connecting node, the connection reinforcing bar phase that column and column, Liang Yuliang and basis are reserved It mutually is correspondingly connected with anchoring, concreting node region is fixed；

Described to be built a building using what B structure was spliced, installation method is：Each inside and outside Liang Qiang of first floor is lifted successively Integrated board makes its interior right angle be plugged on the outer right angle of corresponding each column；Make each column of first floor and each inside and outside beam wall integrated board And each beam in length and breadth forms connecting node, the reserved connection reinforcing bar of the built-in column of each beam wall integrated board and corresponding each beam in length and breadth And the connection reinforcing bar interconnection anchoring that house foundation is reserved, concreting node region are fixed；

Straight mouth outside the outer circle of each column lower end face of two floors center build-in steel pipe flange is lifted, it is embedding to be inserted into lower pillar stand upper surface center Gu in the inner circle of steel pipe flange in straight mouth, four bolts fasten two flanges, and each column of one or two floors is made all to complete to dock；

Successively the whole floor, whole balcony slab in lifting first floor roof portion be individually placed to corresponding beam in length and breadth, on bracket beam simultaneously Corresponding connection node is formed with beam in length and breadth, the upper end of bracket beam and first floor column, two floor column lower ends, completes each reserved steel Muscle is correspondingly connected with, and concreting node region is fixed；

Right angle in each inside and outside beam wall integrated board of two floors is lifted successively to be plugged on the corresponding outer right angle of each column, makes two floors Each inside and outside beam wall integrated board all connect with each column and with above the beam of each internal and external beam wall integrated board of first floor, two floors Four of each whole floor below each beam wall integrated board, at the top of first floor while facade, balcony slab three while facade form connection Node, the beam wall integrated board of the reserved connection reinforcing bar and two floors of built-in column above the first floor beam wall integrated board of node region Following face built in the reserved connection reinforcing bar of column and whole floor at the top of mutual corresponding first floor, balcony slab, bracket beam it is reserved Steel all corresponds connection, and concreting node region is fixed；

Each whole floor of two floors is lifted successively, each whole balcony slab is put into beam in length and breadth at the top of corresponding two floor respectively, ox On leg beam, each beam in length and breadth at the top of two floors, bracket beam, whole floor, balcony slab, the upper end of the column face is made to form assembled connection section Point；Each connection reinforcing bar that node region is reserved is corresponded connection anchoring, concreting node region is fixed, and installation is whole After the balcony corridor safe fence in stair and two floor rooms, the complete prefabricated splicing installation to build a building of B structure is completed；

Its method for prefabricating is：Moving electric heating formula steam curing device is used after said combination structure is pre-formed, is steamed in movable folding type It is conserved in vapour curing room, through staged heating, constant temperature, heat preservation, staged temperature-fall period, steam-cured component is made to reach Load bearing stength；According to the method described above successively it is multiple batches of it is prefabricated, conserve, remove curing room component is detached with sectional die it is de- Mould, while carrying out mounting structure on component successively and numbering and log in account, assembly mounting coordinate figure is done according to design, according to right Number mode taken a seat numbers each component in write-in assembly coordinate diagram, indicates the assemble sequence of each component or indicate each structure successively The corresponding position of part ships to built building basis building-site, first presses assembly planning scheme, component is placed in advance successively It is easy to lift and in the range of hanging device allows operation, waits entering with the basis that builds a building successively splice and install；

Further include reserved connection splice for column built in precast beam wall integrated board, precast reinforced concrete structure entirety The reserved connection splice of floor；Above-mentioned connector, is all made of the high-quality steel of high intensity, and forged machining is made.

2. complete prefabricated concrete frame structure according to claim 1, which is characterized in that further include being stood with prefabricated The special hoisting column suspender of the steel pipe flange connection of column upper end, the assembling die quadrangle of prefabricated integral wall and beam wall integrated board Fixed mechanism, prefabricated entirety floor assembling die quadrangle is connected and fixed mechanism, the mobile electricity of precast reinforced concrete structure Hot type automatically controls steam curing device, installation T words beam and lower upright connecting node without support upper hanging type trouble free service hanging basket, The safety work hanging basket without support upper hanging type construction personnel of the connecting node of Side fascia and beam and floor outer periphery, bracket beam with The upper hanging type bracket beam hanging rack special and movable folding type steam curing room of the installation connection of lower upright and beam.

3. complete prefabricated concrete frame structure according to claim 2, which is characterized in that further include by shaped steel, The sectional die of steel plate, bolt, horizontal prefabricated workbench composition.

4. complete prefabricated concrete frame structure according to claim 3, which is characterized in that including with shaped steel, steel The sectional die of plate, bolt, horizontal prefabricated workbench combination forming, with the sectional die come prefabricated the two of column Two steel pipe flange connectors of end face center build-in.

5. complete prefabricated concrete frame structure according to claim 4, which is characterized in that including with shaped steel, steel Plate, bolt, horizontal prefabricated workbench and the sectional die formed, with the sectional die, prefabricated surrounding facade is reserved The whole floor of connection reinforcing bar.

6. complete prefabricated concrete frame structure according to claim 5, which is characterized in that including with shaped steel, steel The sectional die of plate, bolt, horizontal prefabricated workbench composition can be inserted with the sectional die is prefabricated with right angle outside column The interior right angle entirety lining connect.

7. complete prefabricated concrete frame structure according to claim 6, which is characterized in that including with shaped steel, steel The sectional die of plate, bolt, horizontal prefabricated workbench composition, door and window and guarantor with the prefabricated build-in of the sectional die Right angle entirety Side fascia in two facades of warm layer.

8. complete prefabricated concrete frame structure according to claim 7, which is characterized in that including with shaped steel, steel The sectional die of plate, bolt, horizontal prefabricated workbench composition connects reinforcing bar with prefabricated the keeping of the sectional die Whole balcony.

9. complete prefabricated concrete frame structure according to claim 8, which is characterized in that including with shaped steel, steel The sectional die of plate, bolt, workbench composition.

10. complete prefabricated concrete frame structure according to claim 1, which is characterized in that described pre-formed Composite structure on be coated with decorative paint, eliminate that construction Cheng Xu is complicated, seriously polluted inside and outside wall board and floor up and down two The processing work in face is continuous.