CN105839785A - Construction technique for manufacture of total-prefabricated precast reinforced concrete frame structural members - Google Patents

Abstract

Provided are total-prefabricated precast reinforced concrete frame structural members. Reinforced concrete beam columns, wall and floor slabs, ladders and balconies, prefabricated in a factory, are subjected to steam curing and then conveyed for field installation. Outer straight ports of steel pipe flanges firmly nested in centers of lower ends of all columns of a ground floor are hoisted and inserted into inner straight ports of steel pipe flanges re-buried in centers of all foundation columns of a building. Two flanges are fastened by bolts such that all the columns of the ground floor are vertical to and fixed with the foundation panel as a whole. Rebars at joints are fixed by pouring of concrete. Inner right angles of wall slabs of the ground floor are hoisted to insert into outer right angles of all the columns of the ground floor such that all the wall slabs are fixed with all the columns of the ground floor. Two ends of longitudinal and transverse beams of one roof are hoisted to be place at four corners of upper ends of all the columns of the ground floor. Outer straight ports of flanges at lower ends of all columns of a second floor are hoisted to insert into inner straight ports of upper ends of the columns of the ground floor. Two flanges are fastened by bolts. Joints are formed by all columns of the ground floor and the second floor and all longitudinal and transverse beams of the roof of the ground floor. Joint rebars connecting columns, column beams and beams are fixed by pouring of concrete. Four sides of all floor slab of the ground floor are hoisted to be placed at inner four sides on longitudinal and transverse beams of the ground floor. Joint rebars connecting four sides of all floor slabs with all beam joints are fixed by pouring of concrete.

Description

Full precast reinforced concrete frame structural elements makes total-prefabricated construction technique

Technical field

The present invention's is that one builds a building, and complete prefabricated reinforced concrete frame structure component molding mold makes, and Prefabricated and the on-the-spot splicing installation method of component.Belong to building industrialization, element factory site operation assemblingization, efficient, joint Energy, the construction of environmental protection, building new technical field.

Background technology

The history of building, says in " Springs and Autumns of Master Lü is not bended forward " piece time immemorial: " high unit makees room " is farsighted is people in period in time immemorial, Be now known in history first with the people of " high " Wei Shi, " high unit makees room " is said with present words, it is simply that height is first to be invented House.High unit is that first place realizes the mankind and takes leave of that tree is upper to live and epoch of living in cave, allows the mankind enter by his intelligence and wisdom Civilized society, his contribution can not only use " inventor " word to have included.As a member of Gao Shi family, it is all High this great Gao Shi first ancestor of unit and take pride in！Forge ahead courageously！Be separate excitation profit the more science and technology item of our innovation and creation to benefit people Class！Also it is to promote human society fast-developing, moves towards culturally advanced former spring and power.

During present invention is generally directed to the frame structure construction that builds a building just being widely applied now, generally there is construction On-the-spot must artificial work high above the ground, build shelf, frame plate, supporting, a mould, catch and set, tie up, retouch and consolidate, weld, fix Reinforcing bar, wet method cast in situs armored concrete beam in length and breadth, bracket beam, balcony, column, floor, the showing of multiple kinds of stair In the work progress of field, the work all shown is continuous complicated, overlapping and influences each other, and pouring reinforcement concrete at the scene can only be by single After construction kind or single floor pour the most at the scene, in addition it is also necessary to the maintenance time of one month successively, the coagulation poured Soil can be only achieved the intensity of load-bearing, and then folding is except attaching materials such as the mould used by cast in situs, supporting, frame plate, fore-sets, The construction that lower one work is continuous can be carried out.In case of construction need to be stopped the winter of wind and rain weather or severe cold, it is impossible to construct continuously, make building The building cycle of one building multilamellar or high building is up to 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 big, from heavy sensation of the body, inside and outside its external and internal wall Two sides and floor upper and lower surface, be required for work continue that multilamellar complicated, with serious pollution is thick, fine sand grieshoch and the construction of decorative heat preservation layer, The most not only wasting substantial amounts of manpower and materials more makes building fundamental mechanics load very big, the beam in length and breadth of brick masonry wall and frame structure, Column, floor connect fixing fragility, once spot shakes rolling, overall building shock resistance become poor more aobvious abnormally dangerous, There is also the diversified attached waste helping material, in work progress, also to emit workmen's life security greatly simultaneously With property safety hidden danger.Combining China's national situation for this emphasis of the present invention, the central idea of invention is exactly that revolutionary carrying out builds work Industry, reinforced concrete member pre-fabricated factory, precast member for reinforcing bar concrete maintenance are vaporized.Precast reinforced concrete structure Constant temperature, the optimal coagulating environment of constant humidity steam room in maintenance, do not limited by season, weather, temperature, it is achieved regularly ladder Formula heats up, time constant-temperature insulation, regularly staged cooling can i.e. can reach load bearing stength in 12 hours, and real realization builds a building Industrialization, complete prefabricated reinforced concrete frame element factory metaplasia produce, construction assembled splicing install, safe and reliable, Efficient quick, the green building of energy-conserving and environment-protective.

Summary of the invention

The main object of the present invention with to solve the technical problem that is: for the construction built a building just being widely applied now, Must the artificial supporting of work high above the ground scene, formwork erection, wiretie, wet method casting concrete operation, existing dangerous high, Work is continuous complicated, efficiency of construction is low, investment cycle length, the shortcoming such as seriously polluted.Emphasis of the present invention combines China's national situation, invention Central idea be exactly revolutionary implementation novel building industrialization, build a building complete prefabricated reinforced concrete frame structure Component, the overall beam in length and breadth of the armored concrete that is prefabricated in the factory, the bracket beam of fixing balcony, overall column, overall floor, entirety Lining, overall build-in door and window and the Side fascia of heat-insulation layer, overall stair, the prefabricated profiled special-purpose combined type of overall balcony Mould, special mobile electric heating automatically control steam curing device, movable folding type steam curing room, special facilities, equipment making And precast reinforced concrete structure moulding process splices installation method with on-the-spot.

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

The present invention's is the making of pre-formed mould of complete prefabricated reinforced concrete frame structure, component of building a building, All use common shaped steel, steel plate, bolt to draw materials easily, moulding is tightly raised, weight is light, cheap, practical, use Life-span length, yield height safe and reliable, prefabricated, quality of finished product good, low production cost, it is suitable for popularization.

The full assembled steel tendon concrete frame structure that builds a building of the present invention, the on-the-spot of component splice in installation process, mainly Embody and provide the benefit that: need not emit the high risk by acknowledged, artificial work high above the ground is built or completes at the scene The shelf removed, frame plate, mould, the complicated work that supports fore-set continue, and pollution-free, the energy-conserving and environment-protective of constructing, convenient and swift, Safe and efficient, originally need two trienniums could build a building, building of completion, current series is invented complete prefabricated reinforcing bar and is mixed The new technology building of solidifying soil frame structure, can realize the construction speed of one day first floor, just can be complete within time one or two months The construction in Cheng Zhengzhuan building.

A whole set of production line belongs to semi-automatic and semi-artificial attached helps operation, greatly reduces the labor intensity of producers, preferably Solve 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 is smooth Smooth spray decorative paint, thus eliminate work continuous complicated, construction risk is high, the two sides of with serious pollution inside and outside wall board and The multiple tracks of floor upper and lower surface continues except science and engineering, saves substantial amounts 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 constant temperature, the optimal care environments of constant humidity steam curing room in maintenance solidification, protect Demonstrate,proved component high intensity, high-quality while, also achieve component when prefabricated, steam curing the most not by season, weather, gas The restriction waited, can 1 year 306 days, the most prefabricated, the steam curing operation of twenty four hours every day, for construction site The prefabricated component of continual offer carries out splicing and installs.

The industrialization that builds a building of the present invention, full assembled steel tendon concrete frame structure, element factory Prefabrication molding Assembly method and the special modular mold of precast reinforced concrete structure, all employing plain edition steel making are spliced in technique and scene, Low production cost, length in service life, prefabricated components molding flat smooth, quality of finished product good, production efficiency are high.Whole building building The splicing of precast reinforced concrete structure is installed, and only need to use lifting operation and node connection construction that machinery chemical conversion degree is higher, cancel Artificial work high above the ground build shelf, Frame plate, support fore-set, supporting formwork erection tool, catch set binding reinforcing bar, on-the-spot wet method pours Concrete, it is the multiple from folded complexity, high site operation seriously polluted, dangerous of inner-outer wall skin.Achieve integral construction mistake Journey joint simple and efficient, energy-efficient money, is the industrialization green building of safety and environmental protection.

Accompanying drawing explanation

Fig. 1 be the 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 the prefabricated stand column both ends of the surface center embedded steel tube bump joint of the present invention.

Fig. 3 is that a batch of the present invention column two ends of prefabricated many relatively small dimensions can be provided with the column combination of steel pipe flange joint Mould schematic diagram.

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

Fig. 5 is that a batch of the present invention can be shown by the prefabricated much higher column two ends column assembling die that is provided with steel pipe flange joint It is intended to.

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

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

Fig. 8 is the mould schematic diagram of the prefabricated integral slab of the present invention.

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

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

Figure 11 is that a batch of the present invention can the Prefabricated composite mould schematic diagram of the most prefabricated polylith beam wall one integral slab.

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

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

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

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

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

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

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

Figure 19 is the arrangement of reinforcement of the pluggable pre-formed integral wall on column right angle of the present invention and insulation material synthesis is shown It is intended to.

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

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

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

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

Figure 24 is pre-buried the pipe flange joint being connected with column in building basis, the connection reinforcing bar of the present invention and keeps splicing steel in advance The building basic schematic that the ground flat-topped ridge of muscle is combined into.

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

Figure 26 be the present invention each integral wall of assembling first floor in right angle be plugged into successively on the outer right angle of each column and complete one layer All each with the first floor integral wall inlaying grafting assembly of each column in building fixes schematic diagram.

Figure 27 is that the present invention utilizes each hanger to hold one end that bracket beam is outside successively, and inner face is placed on the column angle of correspondence also Adjust 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 the two each columns of floor each lower pillar stand with first floor of the present invention, each beam, each bracket beam are spliced to form joint in length and breadth Point schematic diagram.

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

Figure 30 is that the two each integral walls of floor of the present invention are all sequentially completed and fix schematic diagram with each column grafting of two floors.

Figure 31 is the upper strata entirety floor of the present invention, is all sequentially completed and plane, balcony slab, building on the most corresponding beam in length and breadth Top column upper end, assembling is spliced to form node and balcony encloses safely cable, stair are installed and treated that concrete pours each node successively and fixes I.e. complete the assembling scheme of installation of the overall building of A constructive embodiment technical scheme.

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

Figure 33 is the pluggable on column right angle of the present invention, the most embedding the window of Liang Qiang one, keeps the most corresponding upper and lower with mutual in advance The unjointed beam wall integrated board schematic diagram that the reserved steel bar of beam wall integrated board connects.

Figure 34 is that the pluggable of the present invention keeps connect reserved with corresponding upper beam wall integrated board downstairs on column right angle the most in advance The schematic diagram of reinforcing bar interconnective beam wall integrated board.

Figure 35 be the basis of the Novel frame structure of the beam wall integrated board of the present invention pre-buried the steel pipe flange that is connected with column connect Head, connect the built-in reinforced column of reinforcing bar and fine strain of millet wall integrated board connection reinforcing bar and successively each for first floor column all with mutually The two ends of corresponding basis and ground flat-topped ridge completes docking and forms connection node schematic diagram.

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

Figure 37 be the two each columns of floor of the present invention, each bracket beam, in length and breadth beam all with on each mutual each column of corresponding first floor End is spliced to form node schematic diagram.

Figure 38 be the present invention one layer of overall floor, balcony slab the most all with mutually the most corresponding beam in length and breadth, bracket beam, two floors Each column lower end, completes splicing, is formed and connects node schematic diagram.

Figure 39 be whole columns of two-layer assembled building of the present invention, beam wall integrated board to plant column all the most right with basis The connection reinforcing bar answered all connects, and is formed with whole columns for antidetonation main guiding principle frame with built-in whole columns of beam wall integrated board in load-bearing While also form the schematic diagram of strong load-bearing antidetonation net with whole columns, whole beam.

Figure 40 is this full assembled, and the built-in reinforced column of the Liang Qiang of reinforced concrete frame structure one possesses and holds Weight, antidetonation and the Novel frame structure schematic diagram of shear wall function.

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

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

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

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

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

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

Figure 47 is the fixed mechanism schematic diagram of the assembling die corner of the prefabricated overall 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 word beam to be connected the nothing support upper hanging type trouble free service hanging basket schematic diagram of node with lower upright.

Figure 50 be Side fascia with beam and floor neighboring connect hanging without supporting the safety work of upper hanging type workmen of node Basket schematic diagram.

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

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

Detailed description of the invention

For the clear and definite purpose of the present invention, the technology of the present invention of withdrawing deposit feature, advantage and beneficial effect, make present disclosure more Letter is aobvious understandable.State below in conjunction with the specific embodiment technical scheme of the present invention is the most continuous:

The making member embodiment schematic diagram of the particular manufacturing craft of prefabricated reinforced concrete entirety column as shown in Figure 1, it is to use Common shaped steel, steel plate, nut are welded to form, including surface plate (mark 1 as in Fig. 1), facade plate on two longitudinal risers (mark 2 as in Fig. 1), the fixed board (mark 3 as in Fig. 1) of two ends panel, two end plate is (in Fig. 1 Mark 4), base plate (mark 5 as in Fig. 1), nut (mark 6,7,9,10,11 as in Fig. 1), 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 reserves the hole of connection reinforcing bar (such as Fig. 1 In mark 12) the prefabricated particular manufacturing craft of column that formed, for Prefabrication entirety column embodiment.

The steel pipe flange joint at prefabricated stand column build-in column both ends of the surface center as shown in Figure 2, is used for ensureing that two ends joint is high Precision is embedded in the special mechanism of a straight line, and it includes liftable inner prop (mark 1 as in Fig. 2), joins with inner prop precision The trocar sheath (mark 2 as in Fig. 2) closed, lifting portal frame (mark 3 as in Fig. 2), the support of mounting flange joint Plate (mark 5 as in Fig. 2), the ring flange (mark 6 as in Fig. 2) of mounting flange joint, fastening bolt is (such as Fig. 2 In mark 7,8,9), lifting screw, nut (mark 10,11 as in Fig. 2), be embedded in time prefabricated concrete stand The prefabricated stand column embedded steel tube flange mechanism embodiment that in post, steel pipe flange embedded bar (mark 12 as in Fig. 2) forms.

A batch as shown in Figure 3 can the column assembling die of prefabricated many small dimensions, it includes between fixing prefabricated stand column vertical The inserting column (mark 1 as in Fig. 3) of face dividing plate, the reserved reinforced hole that connects of assembling die end face riser is (such as the mark in Fig. 3 Know 2), embedded steel tube flange center hole (mark 3 as in Fig. 3), between prefabricated stand column, longitudinal facade dividing plate is (in Fig. 3 Mark 4) the relatively post sectional die embodiment that forms.

A batch as shown in Figure 4 can prefabricated much thicker short column assembling dies, it is vertical that it includes between grafting prefabricated stand column Post (mark 1 in such as Fig. 4), combination column end face riser (mark 2 as in Fig. 4), reserved connection steel is fixed to riser The batch that muscle hole (mark 3 as in Fig. 4) forms can prefabricated many root posts sectional die embodiment.

A batch as shown in Figure 5 can the assembling die of prefabricated much higher columns, it includes that prefabricated stand column end face is reserved and connects Reinforced hole (mark 1 as in Fig. 5), the fixing post of the longitudinal facade dividing plate between grafting prefabricated stand column is (such as the mark in Fig. 5 Know 2), longitudinal facade dividing plate (mark 3 as in Fig. 5) composition between column.

As shown in Figure 6, be a batch can the assembling die of prefabricated multi rack crossbeam, it includes the longitudinal facade between prefabricated crossbeam Dividing plate (mark 1 as in Fig. 6), the column (mark 2 as in Fig. 6) of the fixing longitudinal facade dividing plate of grafting, keep crossbeam Termination reserve connect combination end face riser (mark 3 as in Fig. 6) batch that forms of reinforced hole can prefabricated many crossbeams The embodiment of combination type mould.

A batch as shown in Figure 7 can the assembling die of prefabricated multi rack longitudinal beam, it includes the facade between the prefabricated longeron of grafting The column (mark 1 as in Fig. 7) of dividing plate, facade dividing plate (mark 2 as in Fig. 7), there is the reserved group connecting reinforced hole That closes that longeron end face riser (mark 3 as in Fig. 7) forms once can the Die Embodiment of prefabricated multi rack longitudinal beam.

The mould of prefabricated one piece of overall floor as shown in Figure 8, it includes that two moulds laminate fixing nut hole up and down (such as figure Mark 1 in 8), prefabricated overall floor longitudinal direction formwork erection baffle plate (mark 2 as in Fig. 8), prefabricated of vertical equity is (such as figure Mark 3 in 8), the embodiment of the molds that prefabricated overall floor horizontal formwork erection baffle plate (mark 4 as in Fig. 8) forms.

A batch as shown in Figure 9 can the assembling die of prefabricated polylith entirety floor, it include longitudinal facade baffle mold plate (as Mark 1,4 in Fig. 9), the spliced eye (mark 2 as in Fig. 9) of upper/lower die is fixed in grafting, reserved connection reinforcing bar Hole (mark 3 as in Fig. 9), is grouped box-like overall floor mold embodiment.

Moulding process is put in the arrangement of reinforcement of built-in post and the portion of insulation material of prefabricated overall floor as shown in Figure 10, and it includes, protects Adiabator (mark 1 as in Figure 10), concrete fixed layer (mark 2 as in Figure 10), built-in post reinforcing bar is (such as figure Mark 3 in 10), mould facade baffle plate (mark 4 as in Figure 10), upper/lower die clip is (such as the mark in Figure 10 Know 5) composition.

As shown in figure 11, a batch can prefabricated polylith, the assembling die of interior fine strain of millet wall integrated board, it include Liang Qiang one plate-girder portion Divide mould facade baffle plate (mark 1 as in Figure 11), upper/lower die spliced eye (mark 2 as in Figure 11), and inserting column (mark 3 as in Figure 11), reserved beam connects reinforced hole (mark 4 as in Figure 11), and wall partial precast mould facade keeps off Plate (mark 5 as in Figure 11) forms.

The mould of the front-axle beam wall integrated board of prefabricated embedding door and window as shown in figure 12, it includes that reserved beam connects reinforced hole (such as figure Mark 1 in 12), mould square frame (mark 2 as in Figure 12) in hole, reserved build-in window side, the square hole mould of reserved build-in door The prefabricated build-in that square frame (mark 3 as in Figure 12) forms the Die Embodiment of the beam wall integrated board of door and window.

The most prefabricated pre-keep the embodiment of the back rest wall integrated board mould of mould square frame in hole, build-in window side: it includes The mould (mark 1 as in Figure 13) at the prefabricated interior right angle of beam wall integrated board two facade, in keeping hole, build-in window side in advance, square frame mould is real Execute example: (mark 2,5 as in Figure 13), upper and lower mould spliced eye (mark 3 as in Figure 13), reserved beam connects reinforcing bar Hole (mark 4 as in Figure 13) forms.

Prefabricated profiled both ends of the surface center build-in as shown in figure 14 the column embodiment of steel pipe flange joint: it includes column Body (mark 1 as in Figure 14), reserved connection reinforcing bar (mark 2 as in Figure 14), steel pipe flange is (in Figure 14 Mark 3), flange fastening screw (mark 4 as in Figure 14), straight mouth (mark 5 as in Figure 14) in inner circle, height Intensity steel pipe (mark 6 as in Figure 14) forms.

Prefabricated profiled transverse beam embodiment as shown in figure 15: it includes that integrated beam body is (such as the mark in Figure 15 Know 1), keep the groove (mark 2 as in Figure 15) of grafting column angle steel muscle in advance, keep connection reinforcing bar in advance (in Figure 15 Mark 3) composition.

Prefabricated profiled longitudinal beam embodiment as shown in figure 16: it includes that the longitudinal beam body of integral preform molding is (such as figure Mark 1 in 16), keep the groove (mark 2 as in Figure 16) of grafting column angle steel muscle, and reserved connection reinforcing bar in advance (mark 3 as in Figure 16) forms.

The bracket beam embodiment of prefabricated profiled support balcony as shown in figure 17: it includes the bracket beam of integral preform molding originally Body (mark 1 as in Figure 17), keeps the groove (mark 2 as in Figure 17) of grafting column angle steel muscle, the company of keeping in advance in advance Connect reinforcing bar (mark 3 as in Figure 17) composition.

The embodiment of prefabricated profiled pluggable overall lining on column right angle as shown in figure 18: it includes integrally becoming In the integral wall body (mark 1 as in Figure 18) of type, and the integral wall of right angle grafting outer with column, right angle is (such as Figure 18 In mark 2) composition.

The reinforcing prop of integral wall of integral preform molding as shown in figure 19, girder construction, arrangement of reinforcement and insulation material combination forming The enforcement illustration of technique: it includes the integral wall body (mark 1 as in Figure 19) of integral preform molding, wallboard facade mixes Xtah Crude Clay structure (mark 2 as in Figure 19), reinforcing prop arrangement of reinforcement (mark 3 as in Figure 19), the arrangement of reinforcement of buttress brace is (such as figure Mark 4 in 19), and insulation material region (mark 5 as in Figure 19) composition.

The build-in of integral preform molding as shown in figure 20 door and window and pluggable overall front wallboard on the outer right angle of column The embodiment of body: (mark 1 as in Figure 20), in pluggable integral wall on the outer right angle of column, right angle is (such as Figure 20 In mark 2), the mouth (mark 3 as in Figure 20) of reserved build-in door and the mouth of reserved build-in window are (such as the mark in Figure 20 4) composition.

The overall rear wall plate embodiment of integral preform molding as shown in figure 21: it includes that overall rear wall plate body is (such as Figure 21 In mark 1), right angle (mark 2 as in Figure 21) in the integral wall of right angle grafting outer with column, and reserved build-in Mouth (mark 3 as in Figure 21) composition of window.

The overall floor body embodiments of integral preform molding as shown in figure 22: (mark 1 as in Figure 22), and whole Body floor surrounding keeps (mark 2 as in Figure 22) composition connecting reinforcing bar in advance.

The overall balcony slab embodiment of integral preform molding as shown in figure 23: it includes that overall balcony body is (in Figure 23 Mark 1), and keep the reinforcing bar (mark 2 as in Figure 23) being connected with crossbeam reserved steel bar, bracket beam reserved steel bar in advance Composition.

Build a building complete prefabricated reinforced concrete frame structure, the element precast of A Standard technical scheme embodiment Mould, all uses the prefabricated work platforms of common shaped steel, steel plate, nut and level, the sectional die of combination forming, shifting Galvanic electricity hot type automatically controls steam curing device, and movable folding type steam curing room, and pre-formed technique.According to building a building Design A technical scheme embodiment utilize prefabricated overall longeron, crossbeam, overall column, overall floor, integral wall, whole Body build-in door and window and the Side fascia of heat-insulation layer, overall stair, overall balcony and B structure technical scheme embodiment Prefabricated composite mould Tool, prefabricated beam wall integrated board, pre-formed rear with moving electric heating formula steam curing device, in movable folding type steam curing room Carry out maintenance, through staged intensification, constant temperature, insulation, after 12 hours of staged temperature-fall period, by steam-cured structure Part has reached load bearing stength, removes steam curing room, and component separates torr mould with assembling die, component is carried out assembly number and It is registered on account, is hoisted to finished room, whole assemblings of whole building building can be completed like this through the most multiple batches of operation The production of formula precast reinforced concrete structure, (such as Figure 24) has only at the center doing each upright post basic of building, pre-buried upper send out Bright steel pipe flange joint and the surrounding, outside of steel pipe flange joint, the pre-buried upper phase reserved with each column lower end of the first floor The most corresponding connection reinforcing bar can complete the construction of field basic.

Straight mouth outside the steel pipe flange cylindrical of the lower end build-in of the lifting each column of first floor as shown in figure 25, inserts corresponding column In the steel pipe flange inner circle that each basis is pre-buried in straight mouth, four nuts fasten two flanges, make the column of first floor all with corresponding base Plinth splicing is installed, and forms each column lower end and connects node with the two ends on corresponding basis and each flat-topped ridge in length and breadth, and concrete waters Build node region to fix.

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

Each north and south longeron at top, first floor of slinging successively each room as shown in figure 27, a termination is placed on column upper surface, each south Each Beijiao on, another termination be placed on each north column upper surface each Nan Jiao on, each thing crossbeam one termination be placed on each east column On each Xi Jiao of upper surface, another termination is placed on each Dong Jiao of each western column upper surface, then first floor top of slinging fixes two layers One termination of each bracket beam of each balcony in building, is placed on each Nan Jiao of column upper surface, each south in each room of first floor, the other end Head is placed on upper hanging type bracket beam and installs on Special hanging bracket (such as Figure 51), makes each longitudinal center of each north and south longeron and each bracket beam Line, is a straight line with the diagonal of the south-north direction of each north and south two column of overlap joint, each thing crossbeam longitudinal centre line and overlap joint The diagonal of the east-west direction of each thing two column upper end is a straight line.

Outside the steel pipe flange cylindrical of two center, floor each column lower end face build-ins of slinging successively as shown in figure 28, straight mouth, inserts successively In entering the steel pipe flange inner circle of center, first floor each column upper surface build-in in straight mouth, fasten each of two floors with four bolts successively Column lower end and two flanges of first floor each column upper end, make each column of one or two floors the most vertically connect as one, and with The two ends of each beam in length and breadth between one or two floors, all forms connection node, connects beam and fine strain of millet, post and the post in anchorage node region With the reserved connection reinforcing bar of Liang Yuzhu, concreting node region fixed, through steam curing node region concrete 12 hours Reach load bearing stength.

The surrounding of the overall floor in each room, first floor top of slinging successively as shown in figure 29, is put into the room of each correspondence in length and breadth On four beams on planar inner concrete cover, then hang each room balcony slab and be put on the bracket beam of each correspondence, make one or two floors Between each overall floor, balcony slab and each corresponding beam in length and breadth, and each entirety floor facing room all defines rectangular stripe shape and takes Connect node, connection reinforcing bar reserved for each overall floor surrounding, the reinforcing bar reserved with each beam in length and breadth of node region, and respectively face The connection reinforcement welding anchoring that the overall floor surrounding in room is reserved, respectively connects node region and fixes with concreting, steam Maintenance reaches load bearing stength in 12 hours.

In each inside and outside integral wall in the two each rooms of floor of slinging successively as shown in figure 30, right angle is inserted into the two each rooms of floor successively Between corner the outer right angle of column on, make two floors each room each inside and outside integral wall all with the column grafting in the two each rooms of floor Fixing.

One termination of each overall north and south longitudinal beam on two floor tops of slinging as shown in figure 31, is put into two each south, each room of floor On each Beijiao of column, the other end is put on each Nan Jiao of each north column, more each thing crossbeam at two tops, floor each room of slinging A termination be placed on each Xi Jiao of each east column, another termination is placed on each Dong Jiao of each western column, then slings and fix two floors Each the North head of each bracket beam of balcony, is put on each Nan Jiao of column upper surface, each south in the two each rooms of floor, and the other end is placed on Each upper hanging type fixing on corresponding each column, installs on bracket beam bracket (such as Figure 51), makes the top, each room of two floors Each beam, the bracket beam in length and breadth in portion is all formed with each column upper surface of two each corners, each room of floor and is connected node, each node area The Liang Yuliang in territory, Liang Yuzhu, bracket beam, the connection reinforcing bar reserved with beam-ends head in length and breadth, it is connected with each other and retouches solid concreting joint Point region is fixed, and reaches load bearing stength through steam curing in 12 hours.Sling again each overall floor four at two tops, floor each room Periphery is put into, and on the upper plane inner rim concrete cover of each four beams at two tops, floor each room, then lifts each sun successively Platform version is placed on the bracket beam of correspondence, make each beam, the bracket beam the most in length and breadth at two tops, floor each room all with each overall building in each room Plate, each balcony slab and respectively face the overall floor in room and form the connection node of strip, weld the reserved steel bar of node region and retouch Gu, each node region of concreting is fixed, after installing stair and two floor balcony corridor safe fences, it is achieved that A structure The whole building two-layer of embodiment technical scheme, the building of full assembled steel tendon concrete frame structure is completed.

The build-in of B structure technical scheme embodiment as shown in figure 32 the beam wall integrated board of door and window, and it includes integrated Beam wall integrated board body (mark 1 as in Figure 32), the interior right angle that right angle grafting outer with column is fixed is (such as the mark in Figure 32 Know 2), reserved with corresponding upper strata, the connection reinforcing bar of reserved steel bar below beam wall integrated board above the built-in post of beam wall integrated board (mark 3 as in Figure 32), with the connection reinforcing bar (mark 4 as in Figure 32) of overall floor reserved steel bar, reserved beam is even Connecing reinforcing bar (mark 5 as in Figure 32), reserved build-in window (mark 6 as in Figure 32) and reserved build-in doorway are (such as figure Mark 7 in 32) composition.

One-body molded beam wall integrated board embodiment as shown in figure 33: it includes fine strain of millet wall integrated board (mark 1 as in Figure 33), The interior right angle (mark 2 as in Figure 33) of right angle grafting outer with column, reserved steel bar (mark 3 as in Figure 33) on built-in post, Connecting reserved steel bar (mark 4 as in Figure 33) above the beam of floor reserving rib, reserved beam connects reinforcing bar (in Figure 33 Mark 5), reserve and window (mark 6,7 as in Figure 33) is installed, and reserved beam wall integrated board plants connection reinforcing bar below post (mark 8 as in Figure 33) forms.

Beam wall integrated board embodiment as shown in figure 34: it includes that the beam wall integrated board body of integral preform molding is (such as Figure 34 In mark 1), the interior right angle (mark 2 as in Figure 34) of right angle grafting outer with column, with beam wall integrated board lower end, upper strata Built-in post connects reinforcing bar (mark 3 as in Figure 34), connects 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 the following face of built-in post connect reinforcing bar (mark 6 as in Figure 34) Composition.

On the basis of A structure technology Solution Embodiments as shown in figure 35, the B structure technical scheme embodiment of enforcement: entirely assemble The each column lower end of building of formula reinforced concrete frame structure all with corresponding basis, and ground flat-topped ridge docking splicing is fixing.

The interior right angle lifting first floor each internal and external beam wall integrated board successively as shown in figure 36, the outer right angle of column that grafting is corresponding On, make first floor each beam wall integrated board all fix with column grafting, beam wall integrated board fixing on this pluggable column angle, also The two ends up and down of the built-in reinforced column of beam wall integrated board, the embedded bar that reserved reinforcing bar is corresponding with building basis can be utilized Connect, may be connected to roof successively from Stall, the beam wall integrated board inner prop in Shi Zhengzhuan building, all load-bearing and with corresponding each column steel Underbeam wall integrated board reinforcing bar on muscle, and each laminate reinforcing bar is connected with each other, and forms powerful load-bearing antidetonation network, its advantage also exists In beam wall integrated board, during lifting, utilize the interior right angle of two facades of beam wall integrated board, be directed at the outer down at right angles grafting of two edge columns, Along the increase of inserting depth, beam wall integrated board, increase Tong Bu with the column of both sides grafting splicing stability, it is inserted into and just puts in place Being the beam of grafting, wall, post one admittedly, not only Hoisting Security the most also eliminates acknowledged lifting crossbeam, needs to use pad The high risk work adjusting beam and stablize beam continues, and effectively closes and has exempted from potential safety hazard.This building basis and various places flat-topped ridge and one layer Each column lower end face, splicing installation is formed and connects node, and concreting is fixed.

Straight mouth outside the cylindrical that the steel pipe flange hanging two floors each column lower end build-in successively as shown in figure 37 is projecting inward, it is right to insert In the steel pipe flange inner circle of the first floor each column upper surface build-in answered in straight mouth, bolt fastens two flanges, makes one or two layers of each column Complete splicing to install.

Each overall floor four limit of first floor of hanging successively as shown in figure 38 is placed on each beam in length and breadth, hangs each balcony slab successively and puts On crossbeam, limit, left and right is placed on the bracket beam of correspondence, completes each floor of Stall, each balcony slab and beam, bracket beam two layers in length and breadth The each column lower end in building is formed and connects node.

As shown in figure 39 hang two floors each beam wall integrated board successively, be plugged into successively on each column right angle, complete two floors complete Portion's beam wall integrated board all completes with each column, fixing and that the most inside and outside, the built-in post of front and rear beam wall integrated board the are reserved connection of splicing Reinforcing bar correspondence connects formation node, and concreting node region is fixed.Overall load-bearing anti-seismic structure has withdrawn deposit beam wall integrated board not The function only having possessed inner-outer wall has been also equipped with the function of beam, the function of column and shear wall function, and whole components are reinforcing bar and mix Solidifying soil connects fixing, makes overall mechanics rational in infrastructure, with reinforcing bar for stereoscopic graticule cage skeleton, with concrete, overall building is fixed It is integrated, effectively strengthens shock resistance.

The surrounding of each overall floor lifting two floors successively as shown in figure 40 is put into, and on two floor top beams in length and breadth, hangs Fill each overall balcony slab to be put on bracket beam, make each overall floor on two floor roofs, each overall balcony slab all each indulge with corresponding Above beam wall integrated board, above beam part, transverse beam wall integrated board, beam part and bracket beam, column upper surface form splicing and install Connecting node, concreting node region is fixed.After the safe fence in the overall stair of lifting and two floor balcony corridors, complete Overall building splicing is installed.

Having shown full assembled steel tendon concrete frame structure, between the 3 of B structure technical scheme, two floor rooms is overall real Execute illustration to be intended to, can clearly show, the main load-bearing anti-seismic frame structure being combined into eight columns of front two rows, Yi Liangqiang 34 built-in posts of one while load-bearing also by longitudinal beam connected reserved steel bar, crossbeam, bracket beam, overall floor, Overall balcony slab, flat-topped ridge, basis, column reserved steel bar mutually correspondence connect as one, make double-decker between upper and lower six Reinforced concrete frame structure is overall, for being main load-bearing antidetonation rack with eight columns, and built-in with 34 fine strain of millet wall integrated boards Post is secondary load-bearing antidetonation rack, connects the column of reinforcing bar, the beam of Liang Qiang one, built-in post, overall floor, cattle keeping in advance Lower limb beam, balcony slab, all reserved connection reinforcing bar on flat-topped ridge and basis connect the most in correspondence with each other, through Horizon beam steel basis Reinforcing bar and overall floor bar, parallel connect into armored concrete net, with the flat armored concrete net of upper, middle and lower three layers and 42 Reinforced concrete upright column is vertically connected with, and forms three-dimensional steel reinforced concrete frame net cagelike structure, it is seen that the advantage of this structure is it The firmest, i.e. antidetonation is constructed again assembling quick and safe.

Beam as shown in figure 41, the reserved steel bar union joint embodiment of column: it include connect pulling force connection load-bearing button (as Mark 1 in Figure 41), it is plugged on the connection reinforcing bar (mark 2 as in Figure 41) connected in load-bearing button, connects load-bearing button steel Muscle 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 Connect in load-bearing button with is connected load-bearing button stress surface (mark 5 in such as Figure 41), two connection reinforcing bars are with in 100 octaves pair Adjusting pad steel disc (mark 6 as in Figure 41) composition of reinforcing bar should be strained, use high-quality steel forging molding, tension intensity is big, Connect quick, safe and reliable.

The reserved splice embodiment that connects of beam as shown in figure 42, post: it includes that round pulling force connects ring (in Figure 42 Mark 1), the welding region (mark 2 as in Figure 42) of the reinforcing bar connected, need connect two reinforcing bars (as figure Mark 3,6 in 42), connect reinforcing bar and insert hole (mark 4 as in Figure 42) and connect in reinforcing bar insertion pulling force connection ring Position (mark 5 as in Figure 42) composition, use high-quality steel forging molding, draw great efforts, quick for installation, safety can Lean on.

The reserved splice embodiment that connects of the beam built-in post of wall integrated board as shown in figure 43: it includes connecting reinforcing bar (such as figure Mark 1 in 43) be connected tension ring the most welded (mark 2 as in Figure 43), plug-in type connect reinforcing bar (as figure Mark 4 in 43), adjust pad (mark 5 as in Figure 43) composition, use high-quality steel forging molding tension intensity big, Quick for installation, safe and reliable.

The pre-connection splice example of precast member for reinforcing bar concrete entirety floor as shown in figure 44: it includes inserting connection steel The connection ellipse sleeve pipe (mark 1 as in Figure 44) of muscle, connects reinforcing bar insertion and holds fishing (mark 2 as in Figure 44) and semicircle Grooved connects reinforcing bar protection guide groove (mark 3 as in Figure 44) composition.Use high-quality steel pipe forming, bear that pulling force is big, safety Reliably, quick for installation.

Flange plate type prefabricated reinforced concrete column lifting special hoisting suspender embodiment as shown in figure 45: it includes hoisting device Lifting nose (mark 4 as in Figure 45), hoisting device ring flange (mark 5 as in Figure 45), the straight mouth of hoisting device cylindrical is inserted The column steel pipe flange (mark 3 as in Figure 45) entered and ring flange (mark 2 as in Figure 45) composition.

Prefabricated overall inside and outside wall board as shown in figure 46 and the combination fixed mechanism at four angles of assembling die of beam wall integrated board, it Mould including prefabricated interior right angle founds perpendicular type gusset (mark 1 as in Figure 46), and mould flat facade baffle plate is (in Figure 46 Mark 2) and fastening equipment adjustment bolt (mark 3 as in Figure 46) composition.Use plain edition steel to make, put down 20 more One piece of integral wall mould of side's rice only needs four bolts to complete the function of fixing unitary mould, and simple in construction of withdrawing deposit out assembles, takes off Mould, easy and simple to handle, quick, safe and reliable.

The combination fixed mechanism embodiment at four angles of prefabricated overall R turret board forming die as shown in figure 47: it includes mould Tool periphery facade baffle plate (mark 1,2 as in Figure 47) and fastening dismounting nut (mark 3 as in Figure 47) composition, adopt Making with ordinary steel, low cost dismounting quick and safe is reliable.

Moving electric heating formula as shown in figure 48 automatically controls steam curing device embodiment: it includes exporting steam pipe (such as Figure 48 In mark 1), 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 supporting leg composition.

Installation T word beam as shown in figure 49 is connected the nothing of workmen's operation of node and supports with lower upright, and upper hanging type is pacified Full work hanging basket embodiment: it includes making the flat permanent support in the right angle being buckled on the outer right angle of column with shaped steel (such as the mark in Figure 49 Know 1) and connect upper fixing suspension ring (mark 2 as in Figure 49) composition hanging steel wire rope, it is to ensure that workmen makees safely The Special safety work hanging basket of industry.

Side fascia as shown in figure 50 is working without supporting upper hanging type workmen with the connection node of beam and floor neighboring Safety work hanging basket embodiment: include the connection retainer ring (mark 1 as in Figure 50) of fixing upper extension steel wire rope and use type The body (mark 2 as in Figure 50) of the hanging basket that steel does, is also to ensure that the Special hanging basket of safe construction personal security operation.

The upper hanging type bracket beam hanging rack special embodiment that bracket beam as shown in figure 51 is connected with the installation of lower upright and beam: It includes bracket beam external end head (mark 1 as in Figure 51), and upper hanger lower end adjusts screw (mark 2 as in Figure 51), Upper extension steel wire rope (mark 3 as in Figure 51), upper extension steel plate (mark 4 as in Figure 51), and upper hanger upper end adjust spiral shell Silk (mark 5 as in Figure 51) forms, and it is to realize installing the special nothing of bracket beam without fore-set and support to support upper hanging type suspender.

Movable folding type steam curing room embodiment as in figure 52: it includes the skeleton with the steam curing room of shaped steel molding (mark 1 as in Figure 52), is incubated damp proof synthesis encapsulant (mark 2 as in Figure 52), and damp proof heat preserving type circle curtain seals Closing door (mark 3 as in Figure 52), movable pulley (mark 4 as in Figure 52), input steam pipe is (such as the mark in Figure 52 Know 5), circle curtain doorframe (mark 6 as in Figure 52) and with prefabricated work platforms closed material (mark 7 as in Figure 52) Composition, has been the special steam curing room of precast reinforced concrete structure.

The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all on the basis of the present invention or former Within the scope of reason, within any amendment made, equal replacement, improvement are intended to be included in protection scope of the present invention.

Claims (28)

1. one kindNovelBuild a building industrialization, and complete prefabricated reinforced concrete frame structure, element factory Prefabrication and precast combined mould, movable folding type steam curing room, moving electric heating formula automatically control steam curing device and make and precast reinforced concrete structure pre-forming production process and construction hoisting, splicing, installation method is characterized in that: it includes being respectively adopted A constructive embodiment technical scheme assembling mode and B structure embodiment technical scheme carries out splicing and installs.

2.According to claimThe complete prefabricated reinforced concrete frame structure that builds a building described in 1, component is characterized in that: it include building a building complete prefabricated reinforced concrete frame structure, the reserved larger diameter of component beam column connect reinforcing bar special joint (As Figure 41), prefabricated beam column reserve small diameter splice (As Figure 42), the reserved connection splice of the built-in post of precast beam wall integrated board (As Figure 43), the reserved connection splice of the overall floor of precast reinforced concrete structure (As Figure 44), reserved steel bar jointing, all use high intensity high-quality steel, forged machining makes, and bears that pulling force is big, it is quick, safe and reliable to connect.

3.According to claimThe complete prefabricated reinforced concrete frame structure component that builds a building described in 1 is characterized in that: special hoisting column suspender that it includes being connected with the steel pipe flange of prefabricated stand column upper end (As Figure 45), the fixed mechanism of the assembling die corner of prefabricated integral wall and beam wall integrated board (As Figure 46), the connection fixed mechanism of prefabricated overall floor assembling die corner (As Figure 47), precast reinforced concrete structure moving electric heating formula automatically control steam curing device (As Figure 48), install T word beam is connected with lower upright node nothing support upper hanging type trouble free service hanging basket (As Figure 49), Side fascia and beam and floor neighboring connect node without support upper hanging type workmen safety work hanging basket (As Figure 50), upper hanging type bracket beam hanging rack special that bracket beam is connected with the installation of lower upright and beam (As Figure 51), and movable folding type steam curing room (As Figure 52)。

4.According to claimDescribed in 1: the complete prefabricated reinforced concrete frame structure that builds a building, component it is characterized in that, it includes with shaped steel, steel plate, nut, the prefabricated work platforms of level, the sectional die of synthesis (As Figure 6、Figure 7), with sectional die, two prefabricated end surfaces reserve connect reinforcing bar, the integral prefabricated reinforced concrete beams of the recessed cell body that can overlap on column right angle and be provided with grafting column angle steel muscle (As Figure 15), vertical fine strain of millet (As Figure 16), bracket beam (As Figure 17)。

5.According to claimDescribed in 1: the complete prefabricated reinforced concrete frame structure that builds a building, component it is characterized in that, it includes with shaped steel, steel plate, bolt, the prefabricated work platforms of level, the sectional die of combination forming, with described sectional die (As Figure 1、Figure 3、Figure 4、Figure 5) and ensure the two steel pipe flange joints of both ends of the surface center build-in of prefabricated stand column, highly precisely the pre-buried installing mechanism of bump joint point-blank (As Figure 2)。

6.According to claimDescribed in 1: the complete prefabricated reinforced concrete frame structure that builds a building, component it is characterized in that, it includes with shaped steel, steel plate, nut, the prefabricated work platforms of level, the sectional die of synthesis (As Figure 8、Figure 9) use described sectional die, prefabricated surrounding facade in advance keep connect reinforcing bar overall floor (As Figure 22)。

7.According to claimDescribed in 1: the complete prefabricated reinforced concrete frame structure that builds a building, component is characterized in that, it includes with shaped steel, steel plate, nut, the prefabricated work platforms of level, the sectional die of synthesis, with described sectional die prefabricated can with the interior right angle entirety lining of column right angle grafting outward (As Figure 18)。

8.According to claimDescribed in 1: the complete prefabricated reinforced concrete frame structure that builds a building, component is characterized in that, it includes with shaped steel, steel plate, nut, the prefabricated work platforms of level, the sectional die of synthesis, with the build-in that described sectional die is prefabricated right angle entirety Side fascia in two facades of door and window and heat-insulation layer (As Figure 20、Figure 21)。

9.According to claimDescribed in 1: the complete prefabricated reinforced concrete frame structure that builds a building, component is characterized in that, it includes with shaped steel, steel plate, bolt, the prefabricated work platforms of level, the sectional die of synthesis.The overall balcony of reinforcing bar is connected with prefabricated the keeping of described sectional die.

10.According to claimDescribed in 1: the complete prefabricated reinforced concrete frame structure that builds a building, component it is characterized in that, it includes with shaped steel, steel plate, nut, the prefabricated work platforms of level, the sectional die of synthesis (As Figure 11、Figure 12、Figure 13), prefabricated pluggable on column right angle and embedding door and window, in advance keep the beam built-in post of wall integrated board connect reinforcing bar internal and external beam integrated combined type beam wallboard (As Figure 32、Figure 33、Figure 34)。

11.According to claimDescribed in 1: the complete prefabricated reinforced concrete frame structure that builds a building, component is characterized in that, it includes build a building full assembled steel tendon concrete frame structure, the sprayable upper decorative paint of component surface flat smooth, eliminate construction Cheng Xu inside and outside wall board complicated, with serious pollution and floor upper and lower surface except science and engineering continue.

12.According to claimThe complete prefabricated reinforced concrete frame structure that builds a building described in 1, component is characterized in that, its the most fabricated form of construction work built a building difference maximum with present form of construction work that include building a building is, it eliminates multilamellar or high-rise building job site, support shelf have to be built from Stall to uppermost storey, frame plate, on-the-spot formwork erection tool, on-the-spot high-altitude armored concrete pours when construction removes outside reason exterior wall and is building support shelf with workmen, frame plate and remove the support shelf built in the finished, the complicated work of frame plate continues, all emit person life security hidden danger greatly.Achieving building during building splice, installation for this emphasis of the present invention, only need the splicing of loop wheel machine lifting components to install, it is not necessary to build a framework in job site, frame plate, formwork erection tool, support column, a cast in situs component connects the minimal amount of concrete of node to be fixed.

13.According to claimBuild a building complete prefabricated reinforced concrete frame structure, the splicing of component, construction method of installation described in 1: the technical scheme of the A constructive embodiment of the complete prefabricated reinforced concrete frame structure that is first according to build a building and the technical scheme of B structure embodiment, be utilized respectively pre-formed assembling die, in factory the both ends of the surface center build-in of the technical scheme of the most prefabricated A embodiment the straight mouth of steel pipe flange inside and outside circle and in advance keep connect reinforcing bar overall column (As Figure 14), corner be R angle surrounding keep in advance connect reinforcing bar overall floor (As Figure 22), pluggable overall lining on the outer right angle of column, pluggable on the outer right angle of column and build-in door and window and heat-insulation layer inside and outside integral wall (As Figure 18、Figure 20、Figure 21), the lining of the pluggable Liang Qiang one on the outer right angle of column of the technical scheme of the overall balcony of bracket beam balcony one and B embodiment (As Figure 34), build-in door and window Liang Qiang one overall Side fascia (As Figure 32、Figure 33) all element precast molding after, with moving electric heating formula steam curing device, maintenance is carried out in movable folding type steam curing room, through staged intensification, constant temperature, insulation, staged temperature-fall period, steam-cured component is made to reach load bearing stength, the most multiple batches of prefabricated, the maintenance, remove curing room component and sectional die separated demolding, on component, carry out mounting structure successively simultaneously and number and log in account, assembling installation coordinate can be done according to designFigure, according to the mode sat in the right seat, each component numbering write assembling coordinateFigureOn, the position that each component is corresponding sequentially or is successively indicated in the assembling indicating each component, shipment is to built building basis building-site, first install and join plans, successively component is unloaded to be placed on and be easy to lifting and allow in the range of operation at hanging device, wait to enter and splice installation successively with the basis that builds a building.

14.According to claimThe frame structure of the A constructive embodiment technical scheme of the full assembled steel tendon concrete frame structure that builds a building described in 13, the splicing installation method of component is characterized in that, it include pre-buried the steel pipe flange joint being connected with column in building basis, in advance keep connect reinforcing bar and keeping in advance connect the building become combined by the ground flat-topped ridge of reinforcing bar basic (As Figure 24)。

15.According to claimThe full installation filling formula precast reinforced concrete frame structure part described in 13, straight mouth outside the steel pipe flange joint cylindrical of assembling center, first floor each column lower end face build-in successively, in inserting the steel pipe flange joint inner circle pre-buried with the most corresponding each upright post basic in straight mouth, four nuts fasten two flanges, make each column lower end all be formed with the two ends of corresponding each upright post basic and various places flat-topped ridge and connect node, connect that node region is reserved connects reinforcing bar, concreting node fix (As Figure 25)。

16.According to claimAssembling first floor described in 13, right angle in each overall inside and outside wall board, be plugged into successively on the outer right angle of each column of correspondence, the inside and outside integral wall completing first floor all fix with each column grafting (As Figure 26)。

17.According to claimComplete prefabricated reinforced concrete frame structure part described in 13 is installed, lift each crossbeam at first floor top successively, the east head of each crossbeam is placed on the western right angle of east 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 the Beijiao being placed on each south post, each the North head all by being placed onNorth is verticalOn the Nan Jiao of post, lift each bracket beam successively having the reserved termination connecting reinforcing bar by the column Nan Jiao being placed on correspondence, another termination by be placed on upper hanging type install on bracket beam bracket (As Figure 51), make the longitudinal centre line of each beam in north and south and each bracket beam north and south diagonal all with corresponding each column be a straight line (As Figure 27)。

18.According to claimFull assembled steel tendon concrete frame structure described in 13, the installation of component, lift straight mouth outside the steel pipe flange cylindrical of two floors each column lower end face build-in successively, in being sequentially inserted into the steel pipe flange inner circle of center, first floor each column upper surface build-in in straight mouth, four nut fastenings, make that one or the two each columns of floor are all mutually corresponding to be connected, Stall each column upper surface, two floors each column lower end face all formed with the two ends of corresponding beam in length and breadth and the termination, north of bracket beam connection node (As Figure 28) concreting joint is fixing.

19.According to claimComplete prefabricated reinforced concrete frame structure part described in 13 is installed, the surrounding of each overall floor in lifting first floor top is individually placed on two longerons of correspondence, two crossbeams, lifts the thing both sides of each overall balcony slab and is individually placed on the bracket beam of correspondence successively, the north is placed on thing crossbeam, make each overall floor in first floor top, overall balcony slab all complete with each beam abutting joint (As Figure 29)。

20.According to claimComplete prefabricated reinforced concrete frame structure part described in 13 is installed, and in lifting each inside and outside integral wall of two floors successively, right angle is inserted on the outer right angle of corresponding column, make each inside and outside integral wall of two floors be all fixed on each column (As Figure 30)。

21.According to claimThe installation of the full assembled steel tendon concrete frame structure part described in 13, lift each overall floor surrounding, two floor tops successively to be placed on the beam in length and breadth of correspondence, lift each overall balcony slab thing both sides and be placed on the bracket beam of correspondence, the north is placed on thing crossbeam, the each overall floor of two floors, each overall balcony slab is made all to install with the splicing of each beam, lifting stair and the balcony corridor safe fence of two floors, the A constructive embodiment technical scheme splicing i.e. completing building after each node of concreting is fixing install (As Figure 31)。

22.According to claim13 the complete prefabricated reinforced concrete frame structure part that builds a building install joining method B structure embodiment branch art scheme it is characterized in that, it includes the steel pipe flange joint that the pre-buried column lower end head each with first floor of each upright post basic of building docks, connect in reinforcing bar and pre-buried the Horizon beam in length and breadth connecting reinforcing bar with the reserved steel bar of the beam built-in post of wall integrated board the inner circle straight mouth outside the cylindrical of the steel pipe flange joint of center, each for first floor column lower end face build-in being inserted the pre-buried steel pipe flange joint of corresponding upright post basic directly in mouth, four nuts fasten two flanges, the each column making first floor is all formed with the two ends of corresponding each upright post basic and each Horizon beam in length and breadth and connects node, connection reinforcing bar the most corresponding connection reserved with beam and basis to post and post beam is anchored, concreting node region fix (As Figure 35)。

23.According to claimThe installation of the building constructions full assembled steel tendon concrete frame structure part described in 13, the each internal and external beam wall integrated board right angle lifting first floor successively is plugged on the outer right angle of corresponding each column, make each column lower end of first floor all be formed with the following and each Horizon beam in length and breadth of each internal and external beam wall integrated board to connect each Horizon beam in length and breadth reserved and corresponding below the node built-in post each beam wall integrated board and basis reserved and be connected that reinforcing bar is corresponding is connected with each other anchoring, concreting node region fix (As Figure 36)。

24.According to claimThe installation of the full assembled steel tendon concrete frame structure part that builds a building described in 13, lift straight mouth outside the cylindrical of two center, floor each column lower end face build-in steel pipe flanges successively, in inserting the inner circle of center, lower pillar stand upper surface build-in steel pipe flange in straight mouth, four nuts fasten two flanges, make each column of one or two floors all complete docking (As Figure 37)。

25.According to claimThe installation of the complete prefabricated reinforced concrete frame structure part of building constructions described in 13, successively the overall floor in lifting first floor roof portion, overall balcony slab be individually placed on the beam in length and breadth of correspondence, bracket beam and with beam in length and breadth, bracket beam and the upper end of first floor column, two floor column lower ends formed corresponding connection node (As Figure 38) completing the corresponding connection of each reserved steel bar, concreting node region is fixed.

26.According to claimThe installation of the full assembled steel tendon concrete frame structure part that builds a building described in 13, in lifting two floors each internal and external beam wall integrated board successively, right angle is plugged on the outer right angle that each column is corresponding, the each internal and external beam wall integrated board making two floors be 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 are formed and connect node, the built-in post in following face built-in post above the first floor beam wall integrated board of node region being reserved the beam wall integrated board connecting reinforcing bar and two floors reserves connection reinforcing bar and the most corresponding first floor top integral slab, balcony slab, the reserved steel of bracket beam is all mutually corresponding to be connected, concreting saves.

27.According to claimThe installation of the full assembled steel tendon concrete frame structure part that builds a building described in 13: lift each overall floor of two floors successively, each overall balcony slab is put on the beam in length and breadth at two floor tops of correspondence, bracket beam respectively, make each beam the most in length and breadth in two floor tops, bracket beam, overall floor, balcony slab, the shape assembly of column upper surface connect node (As Figure 40), each reinforcing bar mutually correspondence that connects reserved for node region is connected anchoring, concreting node region is fixed, after the balcony corridor safe fence in overall stair and two floor rooms is installed, completing B structure embodiment technical scheme, the splicing built a building of complete prefabricated reinforced concrete frame structure component is installed.

28.According to claimnullBuilding a building described in 13，Building a building of the B structure embodiment technical scheme that full assembled steel tendon concrete frame structure part is installed，The A that the splicing of whole components of complete prefabricated reinforced concrete frame structure is installed、The splicing mounting process of two kinds of constructive embodiment technical schemes of B，All can the construction speed of one day first floor，Need not build shelf、Frame plate、Fore-set、Support、Supporting、Eliminate the continuous complexity of work、With serious pollution inner-outer wall skin and removing of floor top and bottom are managed，It is beam wall integrative-structure by it，Not only simplify slinger to continue、Reinforcing bar and the reinforcement foundation of the built-in post mainly taking full advantage of beam wall integrated board is continuously connected to the top of building，What the load-bearing of the beam of its one can be born，Basis can be directly passed to，Equal to the pressure that the petrail of span five meters to ten meters be should bear and own wt load，Need not transmit to the column of the two ends outside several meters，There is multiple Liang Qiang built-in post of one respectively to change generally another mode，On the basis of being directly delivered to respectively，Simultaneously crossbeam about five to ten span，Shorten to the span within two meters，Make crossbeam can change the relatively girder that the little body of adult is light，It is solidified as a whole with integral wall again and adds self-strength，More take full advantage of the interior right angle of its two facades，Directly it is plugged on the outer right angle of column，From starting on outer for the interior right angle alignment post of facade beam wall integrated board right angle，Grafting downwards increases along with inserting depth，The labor solidity of the splicing of beam wall integrated board and column、Stability is along with increase，It is exactly that beam wallboard splices installation with column and is solidified as a whole when being plugged into the end，Not only shorten the lifting time，Eliminate adjustment beam simultaneously、The high risk work stablizing beam continues，Ensure that the safe and convenient of lifting、Really withdraw depositNovelBuilding industrialization, complete prefabricated reinforced concrete frame structure, element factory, construction splicing installationization efficient, safely, quickly, the green building of energy-saving and environmental protection.