CN104831812A - Whole assembly-type precast concrete frame structure, structural part production technology and mounting method - Google Patents

Abstract

The invention discloses a whole assembly-type reinforced concrete frame structural part. Reinforced concrete beam columns, wall boards, floor slabs, stairs and balconies are precast and formed in a factory, and after steam curing, conveying and on-site mounting are carried out. An external straight opening of a central built-in steel tube flange at the lower end of each column of one floor is lifted to be inserted in a steel tube flange internal straight opening embedded in the center of each basic column of the floor, the two flanges are fastened by bolts to enable each column of the floor to be vertically fixed with the column basic plane as a whole, and joint reinforcement bars are fixed by using concrete to cast the joints. An internal straight angle of a wall board of each floor is lifted to be inserted in an external straight angle of each column of one floor, each wall board of one floor is thus fixed with each column, two ends of each longitudinal beam and each transverse beam at the floor top are lifted to be placed at four corners at the upper end of each column of one floor, an external straight opening of a flange at the lower end of each column of the second floor is lifted to be inserted in an internal straight opening at the upper end of the column of the first floor, the two flanges are fastened by bolts, each column at the first floor and the second floor and each longitudinal beam and each transverse beam at the first floor top form joints, the columns, the column beams and the beam joint reinforcement bars are connected, concrete casts the joints for fixing, four edges of each floor slab of one floor are lifted to be placed on internal four edges of the top longitudinal beam and the transverse beam of each floor, and reinforcement bars connected with four edges of each floor slab and each beam joint are fixed by using the concrete to cast the joints.

Description

Complete prefabricated concrete frame structure, component production technology and mounting method

Technical field

Of the present invention is a kind of a complete set of component molding mold of the complete prefabricated reinforced concrete frame structure that builds a building, special facilities, equipment making and on-the-spot splicing mounting method.Belong to industrialization of construction industry, prefabricated reinforced concrete frame structure, component manufacturing works and site operation assemblingization, efficient, energy-conservation, the construction of environmental protection, technical field of buildings.

Background technology

The history of building, time immemorial is said in " Springs and Autumns of Master Lü is not bended forward " section: " high unit does room " is farsighted is people in period in time immemorial, be now known in history first with the people of " height " Wei Shi." high unit does room " is said by present words, and house has been invented by high exactly unit.High unit is that first place realizes the mankind and takes leave of that tree is upper to live and epoch of cave inhabitation, allows the mankind enter civilized society by his intelligence and wisdom, his contribution can not only use " inventor " one word can include.As a member of Gao Shi family, be all high this great Gao Shi first ancestor of unit and taking pride in! Forge ahead courageously! Be separate excitation profit the more science and technology item of our innovation and creation promote the well-being of mankind! Also be promote human society fast development, move towards culturally advanced former spring and power.

The present invention builds a building in frame structure construction process mainly for what be just widely applied now, ubiquity the necessary artificial work high above the ground in job site, build shelf, frame plate, supporting, prop up mould, catch and establish, tie up, retouch solid, welding, fixing reinforcing bar, wet method cast in situs steel concrete beam in length and breadth, bracket beam, balcony, column, floor, in the site operation process of multiple kinds of stair, the work all shown is continuous complicated, overlapping and influence each other, pouring reinforcement concrete at the scene, after successively can only building at the scene successively by single construction kind or single floor, also need the time of one month of maintenance successively, the concrete of building just can reach the intensity of load-bearing, then folding removes cast in situs mould used, supporting, frame plate, the attaching materials such as fore-set, just can carry out the construction that lower one work is continuous.Winter as wind and rain weather or severe cold need stop construction, cannot sequential production, makes the building cycle of building one building multilayer or high building reach 2 or three years.

On-the-spot cement mortar wet method infuses brick masonry wall of heap of stone, and all to there is volume large, self is heavy, by two sides inside and outside its external and internal wall and floor upper and lower surface, all need work continuous complicated, with serious pollution multilayer is thick, the construction of fine sand grieshoch and decorative heat preservation layer, so not only wasting a large amount of manpower and materials more makes building fundamental mechanics load very large, the beam in length and breadth of brick masonry wall and frame construction, column, floor is connected and fixed fragility, once spot jolts rolling, it is poor more aobvious abnormally dangerous that overall building shock resistance becomes, also there is the diversified attached waste helping material, in work progress, also to emit constructor's life security and property safety hidden danger greatly simultaneously.Emphasis of the present invention is in conjunction with China's national situation for this reason, and the central idea of invention is exactly that revolutionary implementation industrialization of construction industry, reinforced concrete member pre-fabricated factory, precast member for reinforcing bar concrete maintenance are vaporized.Precast reinforced concrete structure maintenance in the steam room of the best coagulating environment of constant temperature, constant humidity, do not limit by season, weather, temperature, realize the intensification of timing staged, time constant-temperature insulation, regularly staged cooling can reach load bearing stength in 12 hours, real realization builds a building industrialization, complete prefabricated reinforced concrete frame produce in item factory, construction assembled splicing are installed, safe and reliable, efficient quick, energy-conserving and environment-protective green building.

Summary of the invention

Main purpose of the present invention and the technical problem that will solve are: for the construction built a building just be widely applied now, the on-the-spot supporting of necessary artificial work high above the ground, formwork erection, wiretie, the operation of wet method concreting, existing danger is high, the continuous complexity of work, efficiency of construction are low, the shortcomings such as investment cycle is long, seriously polluted.Emphasis of the present invention is in conjunction with China's national situation, invention central idea be exactly the industrialization of revolutionary implementation novel building, the complete prefabricated reinforced concrete frame structure component that builds a building is prefabricated in the factory steel concrete entirety beam in length and breadth, the bracket beam of fixing balcony, overall column, overall floor, overall inner wall panel, overall build-in the side fascia of door and window and insulation layer, overall stair, the prefabricated profiled special modular mold of overall balcony, special mobile electrothermal controls stream curing device automatically, movable folding type stream curing room, special facilities, equipment making and precast reinforced concrete structure moulding process splice mounting method with on-the-spot.

The construction of the complete prefabricated reinforced concrete frame structure that builds a building of the present invention, only need to build at the scene each room of first floor each upright post basic and on center, each foundation columns upper surface is pre-buried steel pipe flange joint and joint surrounding pre-buried on connecting reinforcement, connect as the reserved connecting reinforcement of the steel pipe flange joint of each column lower end face build-in with the first mutually corresponding each room of floor and joint surrounding is mutual corresponding.

Of the present invention is the making of pre-formed mould of complete prefabricated reinforced concrete frame structure, component of building a building, and all adopts that common shaped steel, steel plate, bolt are drawn materials easily, moulding is tightly raised, weight is light, cheap, practical, long service life, safe and reliable, prefabricated output are high, quality of finished product good, low production cost, is suitable for popularization.

In the scene splicing installation process of the full assembled steel tendon concrete frame structure that builds a building of the present invention, component, the beneficial effect of major embodiment is: do not need to emit to be built by the acknowledged artificial at the scene work high above the ground for high risk or complete shelf, frame plate, a mould, the complicated work that supports fore-set of removing continue and pollution-free, the energy-conserving and environment-protective of constructing, convenient and swift, safe and efficient, originally needs two trienniums could build the building, building completed.The new technology building of the complete prefabricated reinforced concrete frame structure of building constructions of current series invention, can realize the construction speed of one day first floor, just can complete the construction in Zheng Zhuan building within time one or two months.

A whole set of production line mechanization degree is higher, belong to semi-automatic semi-artificially attachedly helps operation, greatly reduces the labour intensity of producers, preferably resolves the problem of employment of part rural migrant worker brother.

Because all precast reinforced concrete structures are all pre-formed with special modular mold in factory building, component surface flat smooth can spray decorative paint, so eliminate, work continues complexity, the multiple tracks of the two sides of high, the with serious pollution inside and outside wall board of construction risk and floor upper and lower surface continues except science and engineering, save a large amount of manpower and materials and engineering time, the investment cycle of substantially reducing, improve efficiency of construction and economic benefit.

Precast reinforced concrete structure all in the stream curing room of the best care environments of constant temperature, constant humidity maintenance solidify, ensure that component high strength, high-quality while, also achieve component when prefabricated, stream curing not by the restriction of season, weather, weather, can 1 year 306 days, prefabricated, the stream curing operation continuously of twenty four hours every day, provides for construction site is continual prefabricated component to carry out splicing and installs.

The industrialization that builds a building of the present invention, full assembled steel tendon concrete frame structure, the special modular mold of element factory Prefabrication moulding process, special facilities, device fabrication and on-the-spot splicing assembly method and precast reinforced concrete structure, facility, equipment all adopt plain edition steel making, and the shaping flat smooth of low production cost, long service life, prefabricated units, quality of finished product good, production efficiency are high.The splicing of whole building building precast reinforced concrete structure is installed, only need with the higher lifting operation of machinery degree of changing into and node connection construction, eliminate artificial work high above the ground and build shelf, Frame plate, support fore-set, supporting formwork erection tool, catch and establish binding reinforcing bar, on-the-spot wet method concreting, be the multiple from folded complexity, seriously polluted, dangerous high site operation of inner-outer wall skin.Achieving simple and efficient, the energy-efficient joint money of integral construction process, is the industrialization green building of safety and environmental protection.

Accompanying drawing explanation

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

Fig. 2 is the high accuracy special mechanism schematic diagram of prefabricated stand column both ends of the surface center of the present invention embedded steel tube flange socket.

Fig. 3 be of the present invention one batch can the prefabricated many column assembling die schematic diagrames being provided with steel pipe flange joint compared with the column two ends of small-sized.

Fig. 4 is one batch of the present invention can be provided with the column assembling die schematic diagram of steel pipe flange joint in prefabricated much thicker short column two ends.

Fig. 5 is one batch of the present invention can be provided with the column assembling die schematic diagram of steel pipe flange joint in prefabricated much higher column two ends.

Fig. 6 be of the present invention one batch can the assembling die schematic diagram of prefabricated many crossbeams.

Fig. 7 be of the present invention one batch can the assembling die schematic diagram of prefabricated many longerons.

Fig. 8 is the mould schematic diagram of precast monolithic Floor plate of the present invention.

Fig. 9 be of the present invention can the assembling die schematic diagram of a platform overall floor of prefabricated polylith successively.

Figure 10 is the prefabricated arrangement of reinforcement of overall floor of the present invention and heat insulating material combination forming schematic diagram.

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

Figure 12 is overall and embedding the combined type front-axle beam wall integrated board mould schematic diagram of door and window of beam wall one of the present invention.

Figure 13 is overall and embedding the combined type back rest Wall integrated board mould schematic diagram of window of beam wall one of the present invention.

Figure 14 be both ends of the surface center of the present invention embedding the prefabricated stand column schematic diagram of steel pipe flange joint and connecting reinforcement.

Figure 15 to be of the present inventionly overlapped on column angle and to be provided with the pre-formed crossbeam schematic diagram of slotting column angle steel muscle groove.

Figure 16 to be of the present inventionly overlapped on column angle and to be provided with the pre-formed longeron schematic diagram of slotting column angle steel muscle groove.

Figure 17 to be of the present inventionly overlapped on column angle and to be provided with the bracket beam schematic diagram of slotting column angle steel muscle groove.

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

Figure 19 is arrangement of reinforcement and the heat insulating material synthesis schematic diagram of pluggable pre-formed integral wall on column right angle of the present invention.

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

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

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

Figure 23 be of the present invention keep in advance with crossbeam, bracket beam above and the pre-formed schematic diagram of overall balcony slab that splices of the balcony slab reserved steel bar of left and right adjacent room.

Figure 24 is the building basic schematic that building of the present invention basis pre-buried the pipe flange joint be connected with column, connecting reinforcement and the ground flat-topped ridge of keeping splice bar are in advance combined into.

Figure 25 is each column of assembling first floor of the present invention and mutually corresponding each upright post basic and various places flat-topped ridge two ends spicing forming type node schematic diagram.

Figure 26 be in each integral wall of assembling first floor of the present invention right angle be plugged into successively the outer right angle of each column completes each column of first floor all with first floor each integral wall inlaying grafting assembly fix schematic diagram.

Figure 27 is that the present invention utilizes each hanger to hold the outside one end of bracket beam successively, inner face to be placed on corresponding column angle and adjust parallel after complete bracket beam successively and beam and lower upright are spliced to form node schematic diagram in length and breadth.

Figure 28 be each column of two floor of the present invention and first floor each lower pillar stand, it is each that beam, each bracket beam are spliced to form node schematic diagram in length and breadth.

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

Figure 30 is that each integral wall of two floor of the present invention completes all successively and fixes schematic diagram with each column grafting of two floors.

Figure 31 is superordinate whole floor of the present invention, complete all successively and plane, balcony slab, roof column upper end on mutually corresponding beam in length and breadth, assembling is spliced to form node and balcony encloses safely cable, stair installation treats that the erection schematic diagram that each node fixes the overall building namely completing A constructive embodiment technical scheme built successively by concrete.

Figure 32 is that pluggable embedding the door and window of Liang Qiang one on column right angle of the present invention also keeps the reinforcing bar interconnective unjointed beam wall integrated board schematic diagram reserved with corresponding upper underbeam wall integrated board.

Figure 33 is of the present invention pluggable on column right angle, embedding the window of Liang Qiang one, keeps the unjointed beam wall integrated board schematic diagram connected with the reserved steel bar of mutually corresponding upper underbeam wall integrated board in advance.

Figure 34 is that pluggable also keeping in advance to column right angle of the present invention reserves the schematic diagram of connecting reinforcement interconnective beam wall integrated board with corresponding upper beam wall integrated board downstairs.

Figure 35 be the basis of the Novel frame structure of beam wall integrated board of the present invention pre-buried with the connecting reinforcement of the built-in reinforced concrete post of the steel pipe flange joint that column connects, connecting reinforcement and fine strain of millet wall integrated board and successively each for first floor column all with mutually corresponding basis and the two ends of flat-topped ridge complete and dock and form connected node schematic diagram.

Figure 36 is first floor of the present invention each fine strain of millet wall integrated board, is plugged into all successively on the column corresponding with it, completes first floor each beam wall integrated board and all splices fixing schematic diagram with each column.

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

Figure 38 be the overall floor of one deck of the present invention, balcony slab successively all with mutually corresponding beam in length and breadth, bracket beam, each column lower end of two floors, complete splicing, formation connected node schematic diagram.

The connecting reinforcement that Figure 39 is whole columns of two-layer assembling building of the present invention, the Inner of beam wall integrated board plants column mutually corresponding with basis all connects, and is formed with whole column as antidetonation main guiding principle frame also forms the schematic diagram of strong load-bearing antidetonation net with whole column, all beam with built-in whole column of beam wall integrated board while load-bearing.

Figure 40 is this full assembling, and the built-in reinforced concrete post of the Liang Qiang one of reinforced concrete frame structure possesses the Novel frame structure schematic diagram of load-bearing, antidetonation and shear wall function.

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

The jointing schematic diagram that Figure 42 is beam of the present invention, minor diameter reinforcing bar reserved by post.

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

Figure 44 is the reserved connecting reinforcement joint schematic diagram of precast monolithic floor of the present invention.

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

Figure 46 is the fixed mechanism schematic diagram of assembling die corner of prefabricated interior right angle of the present invention integral wall, beam wall integrated board.

Figure 47 is the fixed mechanism schematic diagram of the assembling die corner of precast monolithic floor of the present invention.

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

Figure 49 is that the nothing of installing T word beam and lower upright connected node supports upper hanging type trouble free service hanging basket schematic diagram.

Figure 50 be the connected node of side fascia and beam and floor neighboring without supporting the safety work hanging basket schematic diagram of upper hanging type constructor.

Figure 51 upper hanging type bracket beam hanging rack special schematic diagram that to be bracket beam be connected with the installation of lower upright and beam.

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

Detailed description of the invention

As shown in Figure 1, for the particular manufacturing craft of prefabricated steel reinforced concrete integral column, use common shaped steel, steel plate, nut is welded to form, it comprises surface plate on two longitudinal risers (mark 1 as in Fig. 1), facade plate (mark 2 as in Fig. 1), the fixed board (mark 3 as in Fig. 1) of two ends panel, two end plate (mark 4 as in Fig. 1), base plate (mark 5 as in Fig. 1), nut is (as the mark 6 in Fig. 1, 7, 9, 10, 11), bottom wheel (mark 8 as in Fig. 1), both ends of the surface riser center is the centre bore of built-in pipe flange and the hole (mark 12 as in Fig. 1) of reserved connecting reinforcement, composition.

As shown in Figure 2, steel pipe flange joint for prefabricated stand column build-in column both ends of the surface center is used for ensureing that two ends joint high accuracy is embedded in the special mechanism of a straight line, it comprises liftable inner prop (mark 1 as in Fig. 2), with the outer tube (mark 2 as in Fig. 2) of inner prop precision-fit, lifting portal frame (mark 3 as in Fig. 2), the gripper shoe (mark 5 as in Fig. 2) of mounting flange joint, the flange (mark 6 as in Fig. 2) of mounting flange joint, fastening bolt is (as the mark 7 in Fig. 2, 8, 9), lifting screw, nut is (as the mark 10 in Fig. 2, 11), steel pipe flange embedded bar in concrete column (mark 12 as in Fig. 2) composition is embedded in time prefabricated.

As shown in Figure 3, be one batch can the prefabricated many column assembling dies compared with small-sized, it comprises the inserting column (mark 1 as in Fig. 3) of facade dividing plate between fixing prefabricated stand column, assembling die end face riser reserves connecting reinforcement hole (mark 2 as in Fig. 3), embedded steel tube flange center hole (mark 3 as in Fig. 3), longitudinal facade dividing plate (mark 4 as in Fig. 3) composition between prefabricated stand column.

Being illustrated in figure 4 one batch can prefabricated much thicker short column assembling die, it comprises the longitudinal riser fixed leg (mark 1 as in Fig. 4) between grafting prefabricated stand column, combination column end face riser (mark 2 as in Fig. 4), reserved connecting reinforcement hole (mark 3 as in Fig. 4) composition.，

As shown in Figure 5, be one batch can the assembling die of prefabricated much higher columns, it comprises prefabricated stand column end face and reserves connecting reinforcement hole (mark 1 as in Fig. 5), the fixed leg (mark 2 as in Fig. 5) of the longitudinal facade dividing plate between grafting prefabricated stand column, longitudinal facade dividing plate (mark 3 as in Fig. 5) composition between column.

As shown in Figure 6, be one batch can the assembling die of prefabricated multi rack crossbeam, it comprises the longitudinal facade dividing plate (mark 1 as in Fig. 6) between prefabricated crossbeam, the column (mark 2 as in Fig. 6) of longitudinal facade dividing plate is fixed in grafting, keeps combination end face riser (mark 3 as in Fig. 6) composition that connecting reinforcement hole is reserved in crossbeam termination.

As shown in Figure 7, be one batch can the assembling die of prefabricated multi rack longitudinal beam, it comprises the column (mark 1 as in Fig. 7) of the facade dividing plate between the prefabricated longeron of grafting, facade dividing plate (mark 2 as in Fig. 7), has the combination longeron end face riser (mark 3 as in Fig. 7) in reserved connecting reinforcement hole to form.

As shown in Figure 8, for the mould of prefabricated one piece of overall floor, it comprises two moulds and laminates fixing nut hole (mark 1 as in Fig. 8) up and down, longitudinal formwork erection baffle plate (mark 2 as in Fig. 8) of precast monolithic floor, prefabricated of vertical equity (mark 3 as in Fig. 8), horizontal formwork erection baffle plate (mark 4 as in Fig. 8) composition of precast monolithic floor.

As shown in Figure 9, be one batch can the assembling die of the overall floor of prefabricated polylith, it comprises longitudinal facade baffle mold plate (mark 1,4 as in Fig. 9), the spliced eye (mark 2 as in Fig. 9) of upper/lower die is fixed in grafting, the hole (mark 3 as in Fig. 9) of reserved connecting reinforcement, composition.

As shown in Figure 10, for moulding process is put in the arrangement of reinforcement of built-in post of precast monolithic floor and the portion of heat insulating material, it comprises, heat insulating material (mark 1 as in Figure 10), concrete fixed bed (mark 2 as in Figure 10), built-in post reinforcing bar (mark 3 as in Figure 10), mould facade baffle plate (mark 4 as in Figure 10), upper/lower die clip (mark 5 as in Figure 10), composition.

As shown in figure 11, one batch can prefabricated polylith, the assembling die of interior fine strain of millet wall integrated board, it comprises Liang Qiang one plate-girder part mould facade baffle plate (mark 1 as in Figure 11), upper/lower die spliced eye (mark 2 as in Figure 11), with inserting column (mark 3 as in Figure 11), reserved beam connecting reinforcement hole (mark 4 as in Figure 11), wall partial precast mould facade baffle plate (mark 5 as in Figure 11) forms.

As shown in figure 12, for the mould of the front-axle beam wall integrated board of prefabricated embedding door and window, it comprises reserved beam connecting reinforcement hole (mark 1 as in Figure 12), reserved build-in window side hole internal mold square frame (mark 2 as in Figure 12), square hole Inner mould square frame (mark 3 as in Figure 12) composition of reserved build-in door.

As shown in figure 13, for the prefabricated back rest wall integrated board mould keeping hole, build-in window side internal mold square frame in advance, it comprises the mould (mark 1 as in Figure 13) at the prefabricated interior right angle of beam wall integrated board two facade, keep square frame mould in hole, build-in window side (mark 2,5 as in Figure 13) in advance, upper and lower mould spliced eye (mark 3 as in Figure 13), reserved beam connecting reinforcement hole (mark 4 as in Figure 13) composition.

As shown in figure 14, for prefabricated profiled both ends of the surface center build-in the column of steel pipe flange joint, it comprises column body (mark 1 as in Figure 14), reserved connecting reinforcement (mark 2 as in Figure 14), steel pipe flange (mark 3 as in Figure 14), the fastening screw of flange (mark 4 as in Figure 14), straight mouth (mark 5 as in Figure 14) in inner circle, high tensile steel tube (mark 6 as in Figure 14) forms.

As shown in figure 15, for prefabricated profiled transverse beam, it comprises integrated beam body (mark 1 as in Figure 15), keeps the groove (mark 2 as in Figure 15) of grafting column angle steel muscle in advance, keeps connecting reinforcement (mark 3 as in Figure 15) composition in advance.

As shown in figure 16, for prefabricated profiled longitudinal beam, it comprises the shaping longitudinal beam body of integral preform (mark 1 as in Figure 16), keep the groove (mark 2 as in Figure 16) of grafting column angle steel muscle in advance, and reserved connecting reinforcement (mark 3 as in Figure 16) composition.

As shown in figure 17, for the bracket beam of prefabricated profiled support balcony, it comprises the shaping bracket beam body of integral preform (mark 1 as in Figure 17), keep the groove (mark 2 as in Figure 17) of grafting column angle steel muscle in advance, keep connecting reinforcement (mark 3 as in Figure 17) composition in advance.

As shown in figure 18, for prefabricated profiled pluggable to the overall inner wall panel on column right angle, it comprises integrated integral wall body (mark 1 as in Figure 18), and forms with right angle (mark 2 as in Figure 18) in the integral wall of the outer right angle grafting of column.

As shown in figure 19, be integrated the reinforcing prop of prefabricated profiled integral wall, girder construction, arrangement of reinforcement and heat insulating material assembling process diagram, it comprises the shaping integral wall body of integral preform (mark 1 as in Figure 19), wallboard facade concrete structure (mark 2 as in Figure 19), reinforcing prop arrangement of reinforcement (mark 3 as in Figure 19), the arrangement of reinforcement (mark 4 as in Figure 19) of stiffening girder, and heat insulating material region (mark 5 as in Figure 19) composition.

As shown in figure 20, be integrated that prefabricated profiled build-in door and window and pluggable to the overall front wallboard body (mark 1 as in Figure 20) on the outer right angle of column, pluggable to right angle (mark 2 as in Figure 20) in the integral wall on the outer right angle of column, the mouth (mark 3 as in Figure 20) of reserved build-in door and mouth (mark 4 as in Figure 20) composition of reserved build-in window.

As shown in figure 21, be integrated prefabricated profiled overall rear wall plate, it comprises overall rear wall plate body (mark 1 as in Figure 21), with right angle (mark 2 as in Figure 21) in the integral wall of the outer right angle grafting of column, and mouth (mark 3 as in Figure 21) composition of reserved build-in window.

As shown in figure 22, be integrated prefabricated profiled overall floor body (mark 1 as in Figure 22), and overall floor surrounding keeps (mark 2 as in Figure 22) composition of connecting reinforcement in advance.

As shown in figure 23, be integrated prefabricated profiled overall balcony slab, it comprises overall balcony body (mark 1 as in Figure 23), and keeps the reinforcing bar (mark 2 as in Figure 23) be connected with crossbeam reserved steel bar, bracket beam reserved steel bar in advance and forms.

The sectional die all adopting the prefabricated working platform of common shaped steel, steel plate, nut and level to synthesize for the element precast moulding form of the complete prefabricated reinforced concrete frame structure A constructive embodiment technical scheme that builds a building, moving electric heating formula control stream curing device and movable folding type stream curing room and pre-formed technique automatically.According to the design embodiments A technical scheme built a building, utilize precast monolithic longeron, crossbeam, overall column, overall floor, overall Inner wallboard, overall build-in the side fascia of door and window and insulation layer, overall stair, overall balcony and Embodiment B structure technology scheme Prefabricated composite mould, prefabricated beam wall integrated board, pre-formed rear moving electric heating formula stream curing device, maintenance is carried out in movable folding type stream curing room, heat up through staged, constant temperature, insulation, behind 12 hours of staged temperature-fall period, load bearing stength is reached by steam-cured component, remove stream curing room, component is separated holder mould with assembling die, assembly number carried out by component and is registered on account, handling is to finished room, the production of the whole prefabricated reinforced concrete member of whole building building can be completed through multiple batches of operation successively like this, (as Figure 24) only needs at the center of doing each upright post basic of building, the surrounding, outside of pre-buried steel pipe flange joint of the present invention and steel pipe flange joint, the pre-buried construction that above can complete field basic with the mutual corresponding connecting reinforcement that each column lower end of the first floor is reserved.

As shown in figure 25, the outer straight mouth of steel pipe flange cylindrical for the lower end build-in of each column of lifting first floor, insert in the interior straight mouth of the pre-buried steel pipe flange inner circle in the corresponding each basis of column, four fastening two flanges of nut, the column of first floor is all spliced install the two ends connected node forming each column lower end and corresponding basis and each flat-topped ridge in length and breadth with corresponding basis, concreting node region is fixed.

As shown in figure 26, for integral wall inside and outside each room of first floor of slinging successively, successively right angle in each wallboard two facade is inserted on the outer right angle of mutually corresponding column successively, the inside and outside integral wall in each room of first floor is all fixed with the column at four angles in each room.

As shown in figure 27, longeron one termination, each north and south for top, first floor of slinging successively each room is placed on each Beijiao of each southern column upper surface, another termination is placed on each Nan Jiao of each northern column upper surface, each thing crossbeam one termination is placed on each Xi Jiao of each eastern column upper surface, another termination is placed on each Dong Jiao of each western column upper surface, the termination that first floor top fixes each bracket beam of each balcony of two floors of slinging again is placed on each Nan Jiao of column upper surface, each south in each room of first floor, another termination is placed on (as Figure 51) on upper hanging type bracket beam of the present invention installation Special hanging bracket makes the diagonal of the south-north direction of each north and south two column of each longitudinal centre line of each north and south longeron and each bracket beam and overlap joint be a straight line.The diagonal of the east-west direction of each thing two column upper end of each thing crossbeam longitudinal centre line and overlap joint is a straight line.

As shown in figure 28, the outer straight mouth of steel pipe flange cylindrical for two center, floor each column lower end face build-ins of slinging successively, insert in the interior straight mouth of steel pipe flange inner circle of center, first floor each column upper surface build-in successively, use two flanges of each column lower end of four bolton two floors and each column upper end of first floor successively, the two ends of each beam in length and breadth that each column of one or two floors is vertically connected as one also and between one or two floors all up and down all forms connected node, connect beam and the fine strain of millet in anchorage node region, the reserved connecting reinforcement concreting node region of post and post and Liang Yuzhu is fixed, within 12 hours, load bearing stength is reached through stream curing node region concrete.

As shown in figure 29, for the surrounding of the overall floor in each room of one deck roof of slinging successively, the room being put into each correspondence is in length and breadth on four beams on planar inner concrete cover, hanging each room balcony slab is again put on the bracket beam of each correspondence, make each overall floor between one or two floors, balcony slab and each corresponding beam in length and breadth and each overall floor facing room all define rectangular stripe shape overlapped joints, the reinforcing bar that the connecting reinforcement that each overall floor surrounding is reserved and each beam in length and breadth of node region are reserved and the connecting reinforcement that the overall floor surrounding respectively facing room is reserved weld anchoring, fix with each connected node region of concreting, stream curing reaches load bearing stength in 12 hours.

As shown in figure 30 for right angle in each inside and outside integral wall in the two each rooms of floor of slinging successively is inserted on the outer right angle of column of two corners, floor each room successively, each inside and outside integral wall in each room of two floors is all fixed with the column grafting in the two each rooms of floor.

Sling the as shown in figure 31 termination of each overall north and south longitudinal beam on two floor tops is put on each Beijiao of two each south, each room of floor columns, the other end is put on each Nan Jiao of each northern column, sling the again termination of each thing crossbeam at two tops, floor each room is placed on each Xi Jiao of each eastern column, another termination is placed on each Dong Jiao of each western column, the each the North head of each bracket beam fixing two floor balconies sling again is put on each Nan Jiao of each southern column upper surface in the two each rooms of floor, the other end is placed on each upper hanging type fixing on corresponding each column and installs on bracket beam bracket (as Figure 51), make each beam in length and breadth at the top, each room of two floors, bracket beam all forms connected node with each column upper surface of each corner in the two each rooms of floor, the Liang Yuliang of each node region, Liang Yuzhu, the bracket beam connecting reinforcement reserved with beam-ends head is in length and breadth interconnected to be retouched solid concreting node region and fixes, load bearing stength is reached through stream curing in 12 hours.The sling each overall floor surrounding at two tops, floor each room is put on the upper plane inner circumferential concrete cover of each four beams at two tops, floor each room, lifting each balcony version is more successively placed on corresponding bracket beam, make each beam in length and breadth at two tops, floor each room, bracket beam all with each overall floor in each room, each balcony slab and the overall floor respectively facing room form the connected node region of long strip type, the welding of the reserved steel bar of node region is retouched solid, the each node region of concreting is fixed, the building achieving the two-layer full assembled steel tendon concrete frame structure in whole building of A constructive embodiment technical scheme after installing stair and two floor balcony corridor safe fences is completed.

As shown in figure 32, for the build-in in B constructive embodiment technical scheme the beam wall integrated board of door and window, it comprises integrated beam wall integrated board body (mark 1 as in Figure 32), right angle (mark 2 as in Figure 32) in fixing with the outer right angle grafting of column, connecting reinforcement (mark 3 as in Figure 32) that is reserved and reserved steel bar below corresponding upper strata beam wall integrated board above the built-in post of beam wall integrated board, with the connecting reinforcement (mark 4 as in Figure 32) of overall floor reserved steel bar, reserved beam connecting reinforcement (mark 5 as in Figure 32), reserved build-in window (mark 6 as in Figure 32) and reserved build-in doorway (mark 7 as in Figure 32) composition.

As shown in figure 33, be formed in one beam wall integrated board, it comprises fine strain of millet wall integrated board body (mark 1 as in Figure 33), with right angle (mark 2 as in Figure 33) in the outer right angle grafting of column, reserved steel bar (mark 3 as in Figure 33) on built-in post, the reserved beam connecting reinforcement (mark 5 as in Figure 33) of reserved steel bar (mark 4 as in Figure 33) above the beam of connection floor reserving rib, reserved installation window (mark 6,7 as in Figure 33) and reserved beam wall integrated board Inner plant connecting reinforcement below post (mark 8 as in Figure 33) composition.

As shown in figure 34, for beam wall integrated board, it comprises the shaping beam wall integrated board body (mark 1 as in Figure 34) of integral preform, with right angle (mark 2 as in Figure 34) in the outer right angle grafting of column, with the built-in post connecting reinforcement in beam wall integrated board lower end, upper strata (mark 3 as in Figure 34), connect the beam muscle (mark 4 as in Figure 34) of floor reserved steel bar, reserved beam-ends face reserved steel bar (mark 5 as in Figure 34) and built-in post following face connecting reinforcement (mark 6 as in Figure 34) composition.

As shown in figure 35, fix for each column lower end of building of the full assembled steel tendon concrete frame structure of B constructive embodiment technical scheme implemented on A constructive embodiment technical scheme basis all dock to splice with corresponding basis and ground flat-topped ridge.

As shown in figure 36, for lifting right angle in first floor each internal and external beam wall integrated board successively, on the outer right angle of column that grafting is corresponding, first floor each beam wall integrated board is all fixed with column grafting.Beam wall integrated board fixing on this pluggable column angle, the two ends up and down of the reinforced concrete post that beam wall integrated board can also be utilized built-in, the embedded bar that reserved reinforcing bar is corresponding with building basis connects, roof can be connected to successively from Stall, the beam wall integrated board inner prop in Shi Zhengzhuan building, all load-bearing be interconnected to form powerful load-bearing antidetonation network with underbeam wall integrated board reinforcing bar on corresponding each column reinforcing bar and each layer Floor slab muscle.It is also advantageous in that beam wall integrated board, the interior right angle of two facades of beam wall integrated board is utilized during lifting, aim at the outer down at right angles grafting of two edge columns, along the increase of inserting depth, the column of beam wall integrated board and both sides grafting splices stability to be increased simultaneously, and being inserted into puts in place is exactly the beam of grafting, wall, post one admittedly.Not only Hoisting Security fast also eliminates acknowledged lifting crossbeam needs to continue by the high risk work of pad adjustment beam and stable beam, effectively closes and has exempted from potential safety hazard.This building basis is spliced to install with various places flat-topped ridge and each column lower end face of one deck Floor and is formed connected node, and concreting is fixed.

As shown in figure 37, for the outer straight mouth of cylindrical that the steel pipe flange hanging two floors each column lower end build-in is successively projecting inward, in the straight mouth of inner circle Inner that the steel pipe flange inserting corresponding first floor each column upper surface build-in is recessed, bolton two flange, makes one or two layers of each column complete splicing and installs.

As shown in figure 38, be placed on each beam in length and breadth for hanging each overall floor four limit of first floor successively, hang each balcony slab successively while be placed on crossbeam, limit, left and right is placed on corresponding bracket beam, completes each floor of Stall, each balcony slab and beam, each column lower end of bracket beam two floor form connected node in length and breadth.

As shown in figure 39, for hanging two floors each beam wall integrated board successively, be plugged on each column right angle successively, complete two floors whole beam wall integrated board all to complete with each column and splice fixing and be connected to form node all inside and outside, that the built-in post of front and rear beam wall integrated board is reserved connecting reinforcement is corresponding, concreting node region is fixed.Overall load-bearing earthquake resistant structure beam wall integrated board of having withdrawn deposit has possessed the function of inner-outer wall, the function of beam, the function of column and shear wall function, whole component is steel concrete and is connected and fixed, make overall mechanics rational in infrastructure, take reinforcing bar as stereoscopic graticule cage skeleton, with concrete, overall building is fixed as one, effectively strengthens shock resistance.

As shown in figure 40, for the surrounding of each overall floor lifting two floors is successively put into two floor tops in length and breadth on beam, lifting each overall balcony slab is put on bracket beam, each overall floor on two floor roofs, each overall balcony slab is all formed splice to install connected node concreting node region with beam part above beam part, transverse beam wall integrated board above corresponding each longitudinal beam wall integrated board and bracket beam, column upper surface and fixes.After the safe fence in hanging integrated stair and two floor balcony corridors, complete the splicing of overall building and install.

Show full assembled steel tendon concrete frame structure, B constructive embodiment technical scheme three between the overall schematic in two floor rooms, can clearly show, with the main load-bearing anti-seismic frame structure that front two rows eight columns are combined into, while load-bearing, also pass through longitudinal beam connected reserved steel bar with 34 built-in posts of Liang Qiang one, crossbeam, bracket beam, overall floor, overall balcony slab, ground flat-topped ridge, basis, the mutual correspondence of column reserved steel bar connects as one, make the overall load-bearing antidetonation rack for being pair for main load-bearing antidetonation rack with the built-in post of 34 fine strain of millet wall integrated boards with eight columns of the reinforced concrete frame structure of the double-decker between upper and lower six, the column keeping connecting reinforcement, the beam of Liang Qiang one, built-in post, overall floor, bracket beam, balcony slab, Horizon collar tie beam all can be connected in correspondence with each other with all reserved connecting reinforcement on basis, through Horizon beam steel reinforcement foundation and overall floor bar, parallelly connect into steel concrete net, be connected to form three-dimensional steel reinforced concrete frame net cagelike structure up and down with the flat steel concrete net of upper, middle and lower three layers and 42 reinforced concrete upright columns, the advantage of this structure is that it is not only firm as seen, not only antidetonation but also assembling quick and safe of constructing.

As shown in figure 41, for beam, the larger diameter bar connecting head of column, it comprises the junction button (mark 1 as in Figure 41) connecting pulling force, be plugged on the connecting reinforcement (mark 2 as in Figure 41) connect in button, junction button reinforcing bar insert port (mark 3 as in Figure 41), T-steel muscle stress head (mark 4 as in Figure 41), T-steel muscle major part is inserted in junction button and junction button stress surface (mark 5 as in Figure 41), two connecting reinforcements coexist adjusting pad steel disc (mark 6 as in Figure 41) composition of 100 octaves correspondence tension reinforcing bars, adopt high-quality steel forging molding, tension strength is large, connect quick, safe and reliable.

As shown in figure 42, for small diameter connecting reinforcement joint reserved by beam, post, it comprises round pulling force connecting ring (mark 1 as in Figure 42), the welding region (mark 2 as in Figure 42) of the reinforcing bar connected, need two reinforcing bars (mark 3,6 as in Figure 42) connected, connecting reinforcement patchhole (mark 4 as in Figure 42) and connecting reinforcement insert position (mark 5 as in Figure 42) composition in pulling force connecting ring, adopt high-quality steel forging molding, pulling force Strong degree is large, quick for installation, safe and reliable.

As shown in figure 43, for connecting reinforcement joint reserved by the built-in post of beam wall integrated board, it comprises connecting reinforcement (mark 1 as in Figure 43) and is connected tension ring welded (mark 2 as in Figure 43) in advance, plug-in type connecting reinforcement (mark 4 as in Figure 43), adjustment pad (mark 5 as in Figure 43) composition, adopts high-quality steel forging molding tension strength large, quick for installation, safe and reliable.

As Figure 44; for the reserved minor diameter connecting reinforcement joint of the overall floor of precast member for reinforcing bar concrete; it comprises the oval sleeve pipe (mark 1 as in Figure 44) of the connection of inserting connecting reinforcement, and connecting reinforcement inserts holds fishing (mark 2 as in Figure 44) and semicircle grooved connecting reinforcement protection guide groove (mark 3 as in Figure 44) composition.Adopt high-quality steel pipe forming, bear pulling force large, safe and reliable, quick for installation.

As Figure 45, for flange plate type prefabricated reinforced concrete column lifting special hoisting device, it comprises hoisting device lifting nose (mark 4 as in Figure 45), hoisting device flange (mark 5 as in Figure 45), the column steel pipe flange (mark 3 as in Figure 45) that the straight mouth of hoisting device cylindrical inserts and flange (mark 2 as in Figure 45) composition.

As shown in figure 46, for four angles combination fixed mechanisms of the assembling die of precast monolithic Inner side fascia and beam wall integrated board, the mould that it comprises prefabricated interior right angle founds perpendicular type gusset (mark 1 as in Figure 46), mould flat facade baffle plate (mark 2 as in Figure 46) and fastening equipment adjustment bolt (mark 3 as in Figure 46) composition.Adopt plain edition steel to make, one piece of integral wall mould of more than 20 square metre only needs four bolts to complete the function of fixing unitary mould, structure of withdrawing deposit out is simply assembled, the demoulding, easy and simple to handle, quick, reliable, safety.

As shown in figure 47, for the combination fixed mechanism at four angles of precast monolithic R turret board forming die, it comprises mold periphery facade baffle plate (mark 1,2 as in Figure 47) and fastening dismounting nut (mark 3 as in Figure 47) composition, employing ordinary steel is made, and low cost dismounting quick and safe is reliable.

As shown in figure 48, for moving electric heating formula controls stream curing device automatically, it comprises output steam pipe (mark 1 as in Figure 48), instrument for automatic control (mark 2 as in Figure 48), power input jack (mark 3 as in Figure 48), water filling bucket (mark 4 as in Figure 48) and lower support leg composition

As shown in figure 49, for installing constructor's operation of T word beam and lower upright connected node, without supporting upper hanging type trouble free service hanging basket, it comprises makes fixing suspension ring (mark 2 as in Figure 49) composition of putting down permanent support (mark 1 as in Figure 49) and being connected extension wire rope in the Inner right angle be buckled on the outer right angle of column with shaped steel, and it is the Special safety work hanging basket ensureing constructor's safety work.

As shown in figure 50, the working safety work hanging basket without supporting upper hanging type constructor of connected node for side fascia and beam and floor neighboring, comprising the body (mark 2 as in Figure 50) of the hanging basket being connected and fixed ring (mark 1 as in Figure 50) and making of shaped steel of fixing upper extension wire rope, is also the Special hanging basket guaranteeing the operation of safe construction personal security.

As shown in figure 51, the upper hanging type bracket beam hanging rack special that to be bracket beam be connected with the installation of lower upright and beam, it comprises bracket beam external end head (mark 1 as in Figure 51), upper hanger lower end adjustment screw (mark 2 as in Figure 51), upper extension wire rope (mark 3 as in Figure 51), upper extension steel plate (mark 4 as in Figure 51), form with upper hanger upper end adjustment screw (mark 5 as in Figure 51), it realizes installing the special nothing of bracket beam without fore-set and support to support upper hanging type suspender.

As in figure 52, for movable folding type stream curing room, it comprises the skeleton (mark 1 as in Figure 52) with the shaping stream curing room of shaped steel, be incubated damp proof synthesis encapsulant (mark 2 as in Figure 52), damp proof heat preserving type circle curtain closing door (mark 3 as in Figure 52), movable pulley (mark 4 as in Figure 52), input steam pipe (mark 5 as in Figure 52), enclose curtain doorframe (mark 6 as in Figure 52) and form with prefabricated working platform closed material (mark 7 as in Figure 52), it has been the special steam curing room of precast reinforced concrete structure.

The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, all on basis of the present invention or within concept, any amendment done, equal replacement, improvement all should be included within protection scope of the present invention.

Claims (28)

1. a novel building building industrialization, the sectional die of complete prefabricated reinforced concrete frame structure, element factory Prefabrication, movable folding type stream curing room, moving electric heating formula control stream curing device, special facilities, special equipment manufacture, pre-forming production process and job site lifting, splicing automatically, mounting method is characterized in that: it comprises and adopts A constructive embodiment technical scheme assembling mode and B constructive embodiment technical scheme to carry out splicing installation respectively.

2. the complete prefabricated reinforced concrete frame structure that builds a building according to claim 1, component is characterized in that: it comprises the reserved larger diameter connecting reinforcement special joint (as Figure 41) of the complete prefabricated reinforced concrete frame structure that builds a building, component beam column, prefabricated beam column reserves the bar splice (as Figure 42) of small diameter, the reserved connecting reinforcement joint (as Figure 43) of the built-in post of precast beam wall integrated board, connecting reinforcement joint (as Figure 44) reserved by the overall floor of precast reinforced concrete structure.Above steel bar connector, all adopts high strength high-quality steel, is processed into through forging machine, bear pulling force large, connect quick, safe and reliable.

3. the complete prefabricated reinforced concrete frame structure component that builds a building according to claim 1 is characterized in that: it comprises the special hoisting column suspender (as Figure 45) be connected with the steel pipe flange of prefabricated stand column upper end, the fixed mechanism (as Figure 46) of the assembling die corner of precast monolithic wallboard and beam wall integrated board, the fixed mechanism (as Figure 47) of precast monolithic floor assembling die corner, precast reinforced concrete structure moving electric heating formula controls stream curing device (as Figure 48) automatically, the nothing of installing T word beam and lower upright connected node supports upper hanging type trouble free service hanging basket (as Figure 49), the nothing of the connected node of side fascia and beam and floor neighboring supports the safety work hanging basket (as Figure 50) of upper hanging type constructor, the upper hanging type bracket beam hanging rack special (as Figure 51) that the installation of bracket beam and lower upright and beam is connected, movable folding type stream curing room (as Figure 52) of the present invention.

4. according to claim 1: the complete prefabricated reinforced concrete frame structure that builds a building, component it is characterized in that, it comprises with shaped steel, steel plate, nut, the prefabricated working platform of level, the sectional die (as Fig. 6, Fig. 7) of synthesis, with sectional die, two prefabricated end surfaces reserve connecting reinforcement, can overlap on column right angle and be provided with the integral prefabricated reinforced concrete beams (as Figure 15) of the recessed cell body of grafting column angle steel muscle, vertical fine strain of millet (as Figure 16), bracket beam (as Figure 17).

5. according to claim 1: the complete prefabricated reinforced concrete frame structure that builds a building of the present invention, component is characterized in that, it comprises with shaped steel, steel plate, bolt, the prefabricated working platform of level, the sectional die of synthesis, with described sectional die (as Fig. 1, Fig. 3, Fig. 4, Fig. 5) and the two steel pipe flange joints of both ends of the surface center build-in ensureing prefabricated stand column, the highly precisely pre-buried installing mechanism of flange socket (as Fig. 2) point-blank.

6. according to claim 1: the complete prefabricated reinforced concrete frame structure that builds a building, component it is characterized in that, it comprises with shaped steel, steel plate, nut, the prefabricated working platform of level, synthesis sectional die (as Fig. 8, Fig. 9) use as described in sectional die, prefabricated surrounding facade keeps the overall floor (as Figure 22) of connecting reinforcement in advance.

7. according to claim 1: the complete prefabricated reinforced concrete frame structure that builds a building, component is characterized in that, it comprises with shaped steel, steel plate, nut, the prefabricated working platform of level, the sectional die of synthesis, with described sectional die prefabricated can with the overall inner wall panel (as Figure 18) in right angle in the outer right angle grafting of column.

8. according to claim 1: the complete prefabricated reinforced concrete frame structure that builds a building, component it is characterized in that, it comprises with shaped steel, steel plate, nut, the prefabricated working platform of level, the sectional die of synthesis, the overall side fascia (as Figure 20, Figure 21) in right angle in two facades door and window and insulation layer with the build-in that described sectional die is prefabricated.

9. according to claim 1: the complete prefabricated reinforced concrete frame structure that builds a building, component is characterized in that, it comprises with shaped steel, steel plate, bolt, the prefabricated working platform of level, the sectional die of synthesis.With the overall balcony keeping connecting reinforcement that described sectional die is prefabricated.

10. according to claim 1: the complete prefabricated reinforced concrete frame structure that builds a building, component it is characterized in that, it comprises with shaped steel, steel plate, nut, the prefabricated working platform of level, the sectional die (as Figure 11, Figure 12, Figure 13) of synthesis, prefabricated pluggablely embedding door and window, keeps the internal and external beam Wall integrated board (as Figure 32, Figure 33, Figure 34) of the connecting reinforcement of the built-in post of beam wall integrated board in advance to column right angle.

11. according to claim 1: the complete prefabricated reinforced concrete frame structure that builds a building, component it is characterized in that, it comprises the full assembled steel tendon concrete frame structure that builds a building, component surface flat smooth can spray decorative paint, and the science and engineering of removing eliminating construction Cheng Xu complexity, with serious pollution inside and outside wall board and floor upper and lower surface continues.

The 12. complete prefabricated reinforced concrete frame structures that build a building according to claim 1, component is characterized in that, the difference that it comprises the build a building fabricated form of construction work that builds a building and present form of construction work entirely maximum is, it eliminate the need multilayer or high-rise building job site, support shelves must be built from Stall to uppermost storey, frame plate, on-the-spot formwork erection tool, on-the-spot high-altitude steel concrete build with constructor construct except outside reason exterior wall time and building support shelves, frame plate and remove the support shelves of building in the finished, the complicated work of frame plate continues, all emit great personal life security hidden danger.Emphasis of the present invention achieves building for this reason only needs loop wheel machine lifting components to splice to install, do not need that build a framework in job site, frame plate, formwork erection tool, a support column concrete that cast in situs component connected node is seldom measured is fixed in building splice, installation process.

The 13. complete prefabricated reinforced concrete frame structures that build a building according to claim 1, the splicing of component, construction method of installation: first according to the technical scheme of A constructive embodiment and the technical scheme of B constructive embodiment of the complete prefabricated reinforced concrete frame structure that builds a building, utilize pre-formed assembling die respectively, in factory, the both ends of the surface center build-in of the technical scheme of prefabricated A embodiment the straight mouth of steel pipe flange inside and outside circle and is kept the overall column (as Figure 14) of connecting reinforcement in advance successively, corner is R angle and surrounding keeps the overall floor (as Figure 22) of connecting reinforcement in advance, pluggable to the overall inner wall panel on the outer right angle of column, pluggable to the outer right angle of column and build-in door and window and insulation layer inside and outside integral wall (as Figure 18, Figure 20, Figure 21), the pluggable inner wall panel (as Figure 34) to the Liang Qiang one on the outer right angle of column of the overall balcony of bracket beam balcony one and the technical scheme of B embodiment, build-in the overall side fascia of door and window Liang Qiang one (as Figure 32, after all element precasts Figure 33) are shaping, with moving electric heating formula stream curing device, maintenance is carried out in movable folding type stream curing room, heat up through staged, constant temperature, insulation, staged temperature-fall period, steam-cured component is made to reach load bearing stength, like this multiple batches of prefabricated successively, maintenance, remove curing room component and sectional die separated demolding, on component, carry out mounting structure successively number and log in account simultaneously, erection coordinate figure can be according to design, according to the mode of sitting in the right seat, on each component numbering write assembling stand is marked on a map, indicate the assembling of each component along continuing or indicating the position that each component is corresponding with it successively, shipment is to institute's building of building basis building-site.First install and join plans, successively component is unloaded to be placed on and be convenient to lift and in the scope that hanging device allows operation, wait to enter and splice installation successively with the basis that builds a building.

The frame construction of the A constructive embodiment technical scheme of the 14. full assembled steel tendon concrete frame structures that build a building according to claim 13, the splicing mounting method of component is characterized in that, it comprises pre-buried the steel pipe flange joint be connected with column in building basis, keeps connecting reinforcement and building basis (as Figure 24) that the ground flat-topped ridge of keeping connecting reinforcement is in advance combined in advance.

The installation of 15. full dress formula precast reinforced concrete frame structure parts according to claim 13, assemble the outer straight mouth of steel pipe flange joint cylindrical of center, first floor each column lower end face build-in successively, insert in the interior straight mouth of the steel pipe flange joint Inner circle pre-buried with mutually corresponding each upright post basic, four fastening two flanges of nut, each column lower end is made all to form connected node with the two ends of corresponding each upright post basic and various places flat-topped ridge, connecting reinforcement is reserved in connected node region, and concreting node is fixed (as Figure 25).

16. assembling first floors according to claim 13, right angle in each overall inside and outside wall board, be plugged into successively on the outer right angle of corresponding each column, the inside and outside integral wall completing first floor is all fixed (as Figure 26) with each column grafting.

17. complete prefabricated reinforced concrete frame structure parts according to claim 13 are installed, lift each crossbeam at first floor top successively, the east head of each crossbeam is placed on the western right angle of eastern column, western termination is placed on right angle, western column east, make the longitudinal centre line of each thing crossbeam all on the thing diagonal of each column, lift each north and south longeron successively each south head of each longeron all by being placed on the Beijiao of each southern post, each the North head all by being placed on the Nan Jiao of northern column, lift each bracket beam successively having a termination of reserved connecting reinforcement by being placed on corresponding column Nan Jiao, another termination is installed on bracket beam bracket (as Figure 51) by being placed on upper hanging type, the longitudinal centre line of each beam in north and south and each bracket beam is made to be all a straight line (as Figure 27) with the north and south diagonal of corresponding each column.

18. full assembled steel tendon concrete frame structures according to claim 13, the installation of component, lift the outer straight mouth of steel pipe flange cylindrical of two floor each column lower end face build-ins successively, insert in the interior straight mouth of steel pipe flange inner circle of center, first floor each column upper surface build-in successively, four nuts are fastening, make the corresponding connection all mutually of each column of one or two floor, Stall each column upper surface, two floors each column lower end face all form connected node (as Figure 28) concreting and save fixing with the two ends of corresponding beam in length and breadth and the termination, north of bracket beam.

19. complete prefabricated reinforced concrete frame structure parts according to claim 13 are installed, the surrounding lifting first floor top each overall floor is successively placed on two corresponding longerons, two crossbeams respectively, lift the thing both sides of each overall balcony slab is placed on corresponding bracket beam respectively, the north is placed on thing crossbeam, makes each overall floor in first floor top, overall balcony slab all completes abutting joint (as Figure 29) with each beam.

20. complete prefabricated reinforced concrete frame structure parts according to claim 13 are installed, lift right angle in each inside and outside integral wall of two floors to be successively inserted on the outer right angle of corresponding column, make each inside and outside integral wall of two floors all be fixed on (as Figure 30) on each column.

The installation of 21. full assembled steel tendon concrete frame structure parts according to claim 13, lift two each overall floor surroundings, floor top to be successively placed on corresponding beam in length and breadth, to lift each overall balcony slab thing both sides and be placed on corresponding bracket beam, the north is placed on thing crossbeam, make each overall floor of two floors, each overall balcony slab all splices with each beam and install, the balcony corridor safe fence of lifting stair and two floors, (as Figure 31) is installed in namely each node of concreting completes building A constructive embodiment technical scheme splicing after fixing.

22. according to claim 13 the branch art scheme of installation joining method B constructive embodiment of the complete prefabricated reinforced concrete frame structure part that builds a building it is characterized in that, it comprises the pre-buried steel pipe flange joint docked with each column lower end head of first floor of each upright post basic of building, connecting reinforcement and pre-buried the Horizon with the reserved steel bar connecting reinforcement of the built-in post of beam wall integrated board beam in the inner circle outer for the cylindrical of the steel pipe flange joint of center, each for first floor column lower end face build-in straight mouth being inserted the pre-buried steel pipe flange joint of corresponding upright post basic directly in mouth in length and breadth, four fastening two flanges of nut, each column of first floor is made all to form connected node with the two ends of corresponding each upright post basic and each Horizon beam in length and breadth, anchoring is connected mutually corresponding for the reserved connecting reinforcement of post and post beam and beam and basis, concreting node region is fixed (as Figure 35).

The installation of 23. building constructions according to claim 13 full assembled steel tendon concrete frame structure part, the each internal and external beam wall integrated board Inner right angle lifting first floor is successively plugged on the outer right angle of corresponding each column, make each column lower end of first floor all with the following and each Horizon of each internal and external beam wall integrated board in length and breadth beam form connected node the reserved connecting reinforcement on beam and basis be corresponding in length and breadth with corresponding each Horizon is interconnected anchoring reserved below the built-in post of each beam wall integrated board, concreting node region is fixed (as Figure 36).

The installation of the 24. full assembled steel tendon concrete frame structure parts that build a building according to claim 13, lift the outer straight mouth of cylindrical of two center, floor each column lower end face build-in steel pipe flanges successively, insert in the interior straight mouth of inner circle of center, lower pillar stand upper surface build-in steel pipe flange, four fastening two flanges of nut, make each column of one or two floors all complete docking (as Figure 37).

The installation of the complete prefabricated reinforced concrete frame structure part of 25. building constructions according to claim 13, lift the overall floor in first floor roof portion successively, overall balcony slab to be placed on respectively on corresponding beam in length and breadth, bracket beam and to form corresponding connection node (as Figure 38) with the upper end of beam, bracket beam and first floor column in length and breadth, two floor column lower ends and complete the corresponding of each reserved steel bar and connect, concreting node region is fixed.

The installation of the 26. full assembled steel tendon concrete frame structure parts that build a building according to claim 13, lifting right angle in two floors each internal and external beam wall integrated board is successively plugged on outer right angle corresponding to each column, each internal and external beam wall integrated board of two floors is all connected with each column and with the beam of each internal and external beam wall integrated board of first floor above, below two floors each beam wall integrated board, four limit facades of each overall floor at first floor top, three limit facades of balcony slab form connected node, built-in post above the first floor beam wall integrated board of node region is reserved connecting reinforcement and reserves connecting reinforcement and mutually corresponding first floor topside perspective Floor plate with the built-in post in following face of the beam wall integrated board of two floors, balcony slab, the reserved steel of bracket beam is all mutually corresponding to be connected, concreting node region is fixed (as Figure 39).

The installation of the 27. full assembled steel tendon concrete frame structure parts that build a building according to claim 13: lift each overall floor of two floors successively, on beam in length and breadth that each overall balcony slab is put into two corresponding floor tops respectively, bracket beam, make two floor tops each beam, bracket beam, overall floor, balcony slab, the assembled connected node of column upper surface shape (as Figure 40) in length and breadth, connect anchoring mutually corresponding for each connecting reinforcement reserved for node region, concreting node region is fixed.Namely the balcony corridor safe fence installing overall stair and two floor rooms completes the splicing the built a building assembling of the complete prefabricated reinforced concrete frame structure component of B constructive embodiment technical scheme.

The A of the splicing installation of whole components of the complete prefabricated reinforced concrete frame structure that builds a building of the B constructive embodiment technical scheme that the 28. full assembled steel tendon concrete frame structure parts that build a building according to claim 13 are installed, the splicing mounting process of B two kinds of constructive embodiment technical schemes, all can the construction speed of one day first floor, do not need to build shelf, frame plate, fore-set, support, supporting, eliminate work continuous complicated, with serious pollution inner-outer wall skin and removing of floor top and bottom are managed, beam wall integrative-structure by it, not only simplify slinger to continue, mainly take full advantage of the top that the reinforcing bar of the built-in post of beam wall integrated board and reinforcement foundation are connected to building always, can how negative for the load-bearing of the beam of its one, basis can be directly passed to, equal pressure that the petrail of span five meters to ten meters be should bear and own wt load, need not to the column transmission of the two ends outside several meters, there is the built-in post of multiple Liang Qiang one overall for another mode to change respectively, be directly delivered to respectively on basis, simultaneously crossbeam about five to ten span, shorten to the span within two meters, make crossbeam can change the light girder of the little body of adult, be solidified as a whole with integral wall again and add self-strength, more take full advantage of the interior right angle of its two facades, directly be plugged on the outer right angle of column, from grafting downwards on outer for right angle alignment post in facade under beam wall integrated board right angle is fixed, along with inserting depth increases, the labor solidity of the splicing of beam wall integrated board and column, stability is along with increase, be exactly that beam wallboard and column splice installation and be solidified as a whole when being plugged into the end.Not only shorten the lifting time, eliminate adjustment beam simultaneously, the high risk work of stablize beam continues, ensure that the green building of efficient, safe, quick, the energy-saving and environmental protection of installationization is spliced in the safe and convenient of lifting, really withdrawn deposit novel building industrialization, complete prefabricated reinforced concrete frame structure, element factory, construction.