CN107620416A - A kind of assembled arthitecutral structure of reinforced concrete combination - Google Patents

Abstract

The present invention provides a kind of assembled arthitecutral structure of reinforced concrete combination, comprising prefabricated post, after pour beam, cavity board member, longitudinal combination girt strip, regeneration cross rib reinforcing bar, combinated seam；It is characterized in that steel bar stress is reserved at the prefabricated post both ends；Soffit is poured after described to be supportted by mould support；The cavity board member is made up of longitudinal bar concrete girt strip, cross reinforcement concrete girt strip, cavity body, bottom wing listrium；The cavity board member pours the edge of beam after being arranged on；The reinforcing bar of the cavity board member is poured after extending into the bearing of beam；The regeneration gate beam bar connecting mouth is reserved on cavity board member longitudinal rib beam edge；The non-through floor of cavity plate component groups joint close.

Description

A kind of assembled arthitecutral structure of reinforced concrete combination

Technical field

The present invention relates to a kind of assembled architecture systems technology, and in particular to a kind of assembled architecture knot of reinforced concrete combination Structure technology.

Background technology

In order to adjust construction industry structure, construction quality is improved, Accelerating The Construction speed, realizes energy-conserving and environment-protective, reduces engineering Cost, country's proposition widely popularize assembled architecture, specify that specific implementation plan；And require in reinforced concrete frame knot Extensive use in structure, reinforced concrete frame shear wall structure, steel construction and steel-concrete combined structure system, it specify that China fills With formula architectural structure system and application field；But the assembled architecture floor ground zero of large span horizontal structure, and use Be common laminated floor slab, technological system end, which is established, causes cost high, earth-free gas, constrains assembled architecture industry development.

ZL200410082381.9 " a kind of hollow floor slab with small dense ribs " and ZL200820126232.1 such as inventor is " a kind of Cast-in-situ section steel concrete cavity building roof ", hollow filling body are embedded in formation " T fonts " stress cross-section hollow layer in cast-in-situ floor, solution Determined large span, large space, big load the problem of.In order that girt strip reinforcing bar forms continuous slab by steel I-beam web in length and breadth The cast-in-situ hollow floor plate of band, the hole reserved in steel I-beam web is too many and aperture is too small, processing trouble；Meanwhile cement is empty The heart obturator setting and hardening time is grown, and mould utilization factor is low, the big matter weight of hollow filling volume density, production and transport inconvenience and obturator The defects of globality poor cracky.

To realize industrialized production, inventor applies for that ZL201310332173.9 " use by a kind of cast-in-situ hollow building roof pore-forming again Netted box component " and ZL201510331724.X " a kind of Novel steel-mixed combination cast-in-situ hollow building roof ", to cast-in-place hollow building Lid technology carries out General Promotion, realizes transition and upgrade, updates and significantly reduce the deadweight of cavity building roof, adds certainly Thermal and insulating performance, safety of structure is strong, solves the problems, such as to realize that large span, large space, the hollow floor of big load are present； Inventor constantly lifts oneself cast-in-situ hollow building roof background technology, is established for assembled architecture large span, the horizontal structure without bright beam The basis of hard stone is determined；Although solving the problems, such as into pole industrialized production, all it is that cast-in-site is built with assembled Build generation contradiction.

Again in order to promote China's housing industrialization development, the ZL201620408935.8 of inventor's application " build by passive type Energy saving integrated system " and ZL201620409015.8 " one kind exempts from the prefabricated assembled cavity plate of formwork " are cast-in-place concrete hollow Superstructure, assembled architecture field is expanded to by creating transition, solve assembled arthitecutral structure globality poor, large span without bright The problems such as beam, component super large, component industrialization, construction quality controllability, work efficiency and environmental protection；These inventions, although being me State's Process of Housing Industrialization has tamped basis, but also exist the prefabricated assembled cavity plate member stress of long strip type one-way, The connection space limitation of the crackle in gap, bidirectional stress cavity floor transverse direction reinforcing bar during two pieces of prefabricated assembled cavity plate splits The problems such as.

Currently, since assembled architecture also has many Ji arts Wen Ti No to have solution, cause construction cost high, popularization is obstructed； In order to promote building science and technology progress, use is multi-functional, economy, scientific and technological content, energy-conserving and environment-protective and the market demand are big, safety Coefficient is high, cost is low, meets the architectural structure system of national industrial policies and industrial development direction again.Therefore, inventor exists again On the basis of existing background technology of controlling oneself, by being applied in assembled arthitecutral structure for cast-in-situ hollow building roof technology creation, shape Into new assembled cassette ceiling structural system and the combination assembled building floor structural system of steel reinforced concrete；By cast-in-place cavity building Lid Technology Difficulties problem solves in batch production, and sizing produces prefabricated post, precast beam, cavity board member, other prefabricated structures Part, steel structure member, floor construction pour top flange plate and combination girt strip or prestressed mode solution after being integrally forced through scene Certainly, the prefabricated assembled prefabricated components of factorial praluction are combined with steel structure member.And in order to promote China's house Industrialization develop in a healthy way, recently, inventor oneself production base participate in by Tongji University, civil construction institute of Central South University, Largest " steel construction cavity floor full scale test of the assembled large span without secondary beam " of national Tianjin fire research hosting, " assembled large span is without bright joist steel tendon concrete structure full scale test ", " being tested using the fire control smoke exhausting of assembled cavity floor " To examine inventor's prior art innovative, advanced, reasonability and security；Experiment is added using the multispan load of continuous slab band Full scale test and Assembled Building plate ultimate load loading full scale test are pressed, the specific data of ultimate load load test are done nothings Beam assembled experimental model span 8.4m, surrounding are encorbelmented 1.6m, length of side 11.6m, compression area 134.56m², use dynamic load 2KN, actual loaded load 22KN；Limit crack national standard is 1.5mm, and actual crack only has 0.5mm；By national standard calculating limit amount of deflection For 168mm, actural deflection 39mm；By verification experimental verification assembled architecture reinforced concrete structure without bright beam or steel construction without The security of the structure of secondary beam；Single load bearing floor member is changed into bidirectional stress floor, by monolithic freely-supported building by verification experimental verification Board member is changed into the floor construction of continuous slab band；Thoroughly solves large span floor component bonding crack cracking, fire prevention, sound insulation, normal The problems such as year maintenance, assembly technology, assembled architecture cost particularly have dropped 20%；Logical structure full scale test, for assembling Further practical basis has been tamped in innovation to formula building；But experiment disclose the distribution of assembled arthitecutral structure internal force become rule, Also in the case where ensuring the preceding topic of assembled arthitecutral structure safety requirements, space that assembled architecture technology also much optimizes.Grind The assembled arthitecutral structure for combination of sending out reinforced concrete a kind of, solve the structure level direction floor globality, fire prevention, it is multi-functional, connect The problems such as joint close crackle；It is the important breakthrough for realizing assembled arthitecutral structure system new technology, has become assembled architecture skill The urgent need of art field innovation.

The content of the invention

It is an object of the invention to play the advantage of innovation assembled architecture technology, the shortcomings that overcoming prior art；Work The prefabricated components such as the prefabricated post of factory metaplasia production, prefabricated assembled cavity board member pour technology after and combined, and improve The entirety of building structure；The connection for being formed as cross rib beam steel of combination girt strip dead slot provides space, and it is horizontal to generate regeneration Girt strip, the one-way of member stress is changed into bidirectional stress；The space of longitudinal combination girt strip is provided for longitudinal stress, is solved Simply supported slab is changed into continuous slab band；Longitudinal combination girt strip is applied with bonding crack, and thoroughly solves cavity plate Component composition and splits The reproduction of line；A kind of assembled arthitecutral structure of reinforced concrete combination, it is empty to save floor height shared by existing assembled laminated floor slab technology Between caused benefit, it is rational in infrastructure, reach the existing assembled arthitecutral structure technical system of optimization, overcome existing structure technology and deposit A series of defects.

Technical scheme is as follows, a kind of assembled arthitecutral structure of reinforced concrete combination, comprising prefabricated post, after pour Beam, cavity board member, longitudinal combination girt strip, regeneration cross rib reinforcing bar, combinated seam；It is characterized in that stress is reserved at the prefabricated post both ends Reinforcing bar；Soffit is poured after described to be supportted by mould support；The cavity board member is by longitudinal bar concrete girt strip, cross reinforcement concrete girt strip, cavity Body, bottom wing listrium composition；The cavity board member pours the edge of beam after being arranged on；After the reinforcing bar of the cavity board member is extend into In the bearing for pouring beam；The regeneration gate beam bar connecting mouth is reserved on cavity board member longitudinal rib beam edge；The cavity plate The non-through floor of component groups joint close.

The prefabricated post upper end steel bar stress termination is docked with prefabricated post lower end steel bar stress termination to be docked, will Prefabricated post raises；Every prefabricated post docking wicking height is building floor height；The docking mode is mechanical splice or slip casting Docking；Every prefabricated post reserves steel bar stress to being connected in dislocation docking.

It is identical that the reinforcing bar length that every prefabricated post is reserved after the docking of steel bar stress termination pours depth of beam with after, and After while pour pour concrete in beam, to pour concrete in the reinforcing bar length position, form coupled column.

After the reserved steel bar stress termination of the lower end prefabricated post is docked with the reserved steel bar stress termination of upper end prefabricated post, upper end The concrete of prefabricated post pours the upper surface of beam after being less than.

Soffit is poured after described to be supportted by mould support；The mould is metal die；The metal die is supported by major diameter Bar is supported on lower floor's floor.

It is without pouring beam after bright beam or pour beam after having bright beam that beam is poured after described；It is described to use plane without pouring beam after bright beam Metal pattern has beam is poured after bright beam using matrix combination metal pattern.

Cavity body in the cavity board member, is engraved or prefabricated hollow or plastics cavity or foam cement block containing steel mesh with ribbing Or foam block；The steel mesh with ribbing is engraved to be engraved or fish scale steel mesh with ribbing is engraved for spreading belt rib steel net.

The bottom surface of the cavity board member longitudinal bar concrete girt strip has L shape concrete raised.

The regeneration gate beam is that the gate beam bar connecting between two pieces of cavity board members forms；The mode of the connection There are welding or mechanical connection or slip casting connection.

It is mutually communicated between the cavity of the cavity board member, forms dark air channel；Vertical sheet material is set up in the dark air channel, Form local dark air channel.

A kind of assembled arthitecutral structure of reinforced concrete combination of the present invention, is the pin on the basis of Architectural Structure Design drawing To the physical dimension of horizontal structure superstructure and wallboard, Architectural Structure Design drawing is decomposed, assembling form is carried out to quantify secondary set Meter, drawing resolve into N number of post and beam and assembled cavity board member and wall body construction etc., and factory is by the paper organization production decomposed Into the prefabricated member of the specifications and models, by component be transported to engineering site assembling and after pour and form.

A kind of assembled arthitecutral structure of reinforced concrete combination of specific implementation, a kind of assembled architecture knot of reinforced concrete combination Structure, prefabricated post base reinforcing bar is connected with building foundation post reserved steel bar, prefabricated post upper end steel bar stress termination with it is to be docked Prefabricated post lower end steel bar stress termination is attached, and prefabricated post is raised；Every prefabricated post connection wicking height is building floor height； Connected mode is mechanical connection or slip casting connection；It is required that every prefabricated post, which reserves steel bar stress, is connected as dislocation connection, it is connected Point should not be on a plane of constraint；The reinforcing bar length that every prefabricated post is reserved after the connection of steel bar stress termination pours the height of beam with after Spend it is identical, for the ease of connection construction, poured after beam thinner thickness or it is thicker when, prefabricated post reserves the connection of steel bar stress termination Reinforcing bar length afterwards can adjust；Again in order to allow prefabricated post concrete interface to be covered by rear pouring concrete beam, lower end prefabricated post reserves stress steel After connection is docked in muscle termination with the reserved steel bar stress termination of upper end prefabricated post, the concrete of upper end prefabricated post is less than the upper table of rear pouring concrete beam Face；Again in order to strengthen shearing and resistance to flush shear force, after pour cap formed around beam and prefabricated post interface infall, in cap by by Reinforcing bar and relative thickness are set up in power requirement, and sleeper cap is typically identically formed with cantilever thickness, form bright cap during higher than beam；Prefabricated In post, the structural member interface of out-hung panel is also prefabricated with；After pour soffit and supportted by metal die support, metal die is by major diameter branch Strut is supported on lower floor's floor rear pouring concrete beam；Pour afterwards beam be without pouring beam after bright beam or pour beam after having bright beam, it is described without bright Beam is poured after beam and uses planar metal mould；Beam is poured using matrix combination metal pattern after having bright beam, and matrix, which combines metal pattern, also may be used So that two square steel are put in increasing on the basis of planar metal mould or square mould bar, cavity board member pour the square steel on beam both sides after being placed on On, the height of square steel is equal to bright depth of beam, and square steel can also be substituted with other materials；Prefabricated hollow board member is by longitudinal bar concrete rib Beam, cross reinforcement concrete girt strip, cavity body, bottom wing listrium composition；Cavity board member pours the edge of beam and by planar metal after being arranged on Mould or matrix combination metal pattern support；The reinforcing bar of cavity board member is poured after extending into the bearing of beam；It is vertical in cavity board member To and widthwise edge girt strip it is wide between 50mm~100mm, vertical and horizontal girt strip is wide between 150mm~200mm, every and beam The first half headspace of the vertical and horizontal girt strip of the cavity board member of contact, full concrete is not poured during prefabricated cavity member, stays portion Poured after point space is favourable；Cavity board member can be made using formwork erection mode, be mainly mould external reinforcement to formwork erection requirement, it is to be ensured that big Span cavity plate structure manufacture timeinvariance；Moulding in mould, it is mainly concerned with the bottom surface of cavity board member longitudinal bar concrete girt strip There is the raised formation of L shape concrete, cavity board member forms the mould internal model processing of upper surface, the exposed drawn game of reserved steel bar and suspension ring The method of portion's cast；Cavity body in cavity board member is engraved by steel mesh with ribbing or prefabricated hollow or plastics cavity or foam cement block Or foam block；Most preferably it is to be engraved using spreading belt rib steel net or fish scale steel mesh with ribbing is engraved；By two pieces of cavity board member longitudinal bar concrete ribs The bottom surface of beam has L shape concrete projection split, forms split notch, longitudinal rib reinforcement is set up in notch, is formed freely-supported is empty Cavity plate component becomes continuous floor girt strip key notch space, while thoroughly solves the problems, such as the combinated seam cracking spelled again；Exist in addition The split notch provides connection space for cross rib, and the cross rib reinforcing bar of adjacent two pieces of cavity board members is connected using welding or machinery Connect or grouting method connection, formation regenerate gate beam, cavity board member single load bearing plate is changed into a kind of dress of reinforced concrete combination With formula building structure floor bi-directional pressured plate；, also can be pre- in cavity board member girt strip in order to reduce the connection of regeneration gate beam Put elongated deformed bar or prestress steel twist cord hole deferent, during assembled in situ, seal in deformed bar in the pipe of duct, take Post stretching applies prestressing force；By prefabricated post vertical applied force bar connecting, after pour beam bottom mother plate support, sleeper cap and cavity plate structure Part is placed on beam bottom mother plate, the elongated steel bar arrangement of longitudinal combination girt strip and Peng tie, carry out set aside pre-embedded pipeline, cavity plate It is mutually communicated to form dark air channel between the cavity of component；It is with ribbing in order to reduce fire control smoke exhausting resistance for the dark air channel of fire control smoke exhausting Steel mesh puts Jiong shape thin-walled air channel or thin plate air channel again in engraving, and steel mesh with ribbing engraves the termination perforate along Jiong shape thin-walled air channel, is formed Local dark air channel, resistance caused by participating in smoke evacuation due to whole cavity body when reducing smoke evacuation, improves smoke discharging effect again；Connection is pre- After the exposed cross rib reinforcing bar stayed forms regeneration cross rib reinforcing bar, a kind of assembled arthitecutral structure floor of reinforced concrete combination is re-layed Top flange plate reinforcing bar, thereafter to above-mentioned each space property pour concrete again；Connect in the prefabricated out-hung panel structural member of prefabricated post Pole is connected in mouthful, prefabricated Self-insulation wall plate is placed on rod rest；Conserve rear pouring concrete form removal and obtain a kind of required reinforcing bar The assembled arthitecutral structure thing of concrete combination.

Brief description of the drawings

Fig. 1 is the prefabricated convex beam of the present invention without bright beam floor cross section.

Fig. 2 is prefabricated post node diagram of the present invention.

Fig. 3 is cavity floor longitudinal combination girt strip explosion views of the present invention.

Fig. 4, Fig. 5, Fig. 6 are front view, stereogram and the side view of cavity board member of the present invention.

Fig. 7 is that steel mesh with ribbing engraves structure chart in cavity board member of the present invention.

Embodiment

The present invention is further described below in conjunction with the accompanying drawings.

Fig. 1 be the prefabricated convex beam of the present invention without bright beam floor cross-sectional embodiment, when the present invention is implemented, factory is made Good prefabricated convex beam 2, the bottom width of prefabricated convex beam 2 within 600mm, the height of prefabricated convex beam 2 600mm with It is interior；In order to mitigate weight, hollow beam 26 can be formed；When forming the prefabricated convex beam without bright beam floor, under cavity plate component termination Hold concave, the prefabricated bottom protrusion height of convex beam 2 is usually within 100mm, longitudinal rib beam direction stress is now ensured, by longitudinal rib Beam bottom reinforcement bars termination upwarps 100mm；The prefabricated bottom protrusion width of convex beam 2 is usually 100mm, cavity plate component termination lower end Concave size matches with beam, and bumps combine, and realize without bright beam floor；Cavity board member 3 is transported to after job site respectively, The prefabricated bottom of convex beam 2 is supported with heavy caliber support bar 24 again, between the assembly of support bar 24 and the prefabricated bottom of convex beam 2, most Handy supporting plate 23 balances；The prefabricated bottom protrusion height of convex beam 2 is usually most preferably 100mm within 200mm；Prefabricated convex beam 2 Bottom protrusion width is usually most preferably 100mm within 150mm；The prefabricated middle and upper part ledge width of convex beam 2 is usually 400mm Within, height ＞ 300mm；The extension of reinforcing bar 21 waits to go here and there prefabricated post and prefabricated post steel bar stress connection space, and prefabricated post connects The part of cap is set up in socket part position；Cavity board member 3 is placed in the both sides of the prefabricated hoop reinforcing steel bar 22 of convex beam 2；In order to hold By the partial pressure of cavity board member 3, N root hyphens reinforcing bar 25 is additionally arranged at the bottom of to strengthen in prefabricated convex beam 2, but it is pre- in order to reduce The thickness of the bottom projection of convex beam 2 processed, N root hyphen reinforcement fabrications are into two concave shape 25, by the prefabricated bottom of convex beam 2 The reinforcing bar on both sides is placed on concave shape position, and the reinforcing bar on the bottom both sides of convex beam 2 is chosen with N root hyphen reinforcing bars, in N root hyphen steel The prefabricated hoop reinforcing steel bar of convex beam 2 that muscle is fabricated to the position of two concave shape 25 is bigger than the diameter of other hoop reinforcing steel bars；It is pre- in order to mitigate The deadweight of convex beam 2 processed and solar energy, fire control smoke exhausting multipotency pipeline are realized using prefabricated convex beam 2, prefabricated convex beam 2 is formed Hollow beam 26.

Fig. 2 is prefabricated post node diagram of the present invention, the reinforcing bar 11 of the two sections prefabricated post 1 contour with floor is vertically connected, even Connect and typically use slip casting method joint 12, upper section prefabricated post reinforcing bar 11 should not be in same level with lower section prefabricated post reinforcing bar 11 every On face, joint 12 should misplace 13 connections, upper section prefabricated post reinforcing bar 11 and lower section prefabricated post reinforcing bar 11 every misplace 13 be connected after, shape Stretch to the space 14 of bar connecting into precast main beam；In order to allow the concrete of upper section prefabricated post 1 to be combined with rear pouring concrete, upper section is prefabricated The concrete of post 1 should be less than the surface of floor top flange plate rear pouring concrete.

Fig. 3 is cavity floor longitudinal combination girt strip explosion views of the present invention, is the globality of reinforcement structure stress and from basic The upper combinated seam 29 solved between two pieces of cavity board members 3 ftractures, and the bottom surface on cavity board member longitudinal rib beam side has L shape concrete convex 211, ledge width 70mm are played, raised high width is within 30mm；By the adjacent longitudinal bar concrete girt strip side of two pieces of cavity board members 3 Raised 211 splits of the L shape concrete of 27 bottom surfaces, form split notch 25 and combinated seam 29, longitudinal direction are disposed in split notch 25 Girt strip reinforcing bar 26 is combined, and longitudinal combination girt strip hole is reserved by prefabricated convex beam, forms elongated reinforcing bar；In split notch 25 Connect transverse steel and formed and regenerate horizontal girt strip；Engrave and superstructure is laid above 28 in cavity plate member upper surface and steel mesh with ribbing again Top flange plate reinforcing bar, thereafter property pour concrete again；In order to exclude open type cavity board member in time in accumulating and installation process In casual water, in the bottom wing listrium of cavity board member set row casual water N number of aperture 212.

Fig. 4, Fig. 5, Fig. 6 are front view, stereogram and the side view of cavity board member of the present invention, and cavity board member 3 is by indulging To girt strip 214, longitudinal girt strip side 27, the L shape concrete projection 211 of longitudinal edge rib, horizontal girt strip 215, the horizontal girt strip of regeneration Reinforcing bar stretching, termination transverse direction girt strip 213, steel mesh with ribbing are engraved 216, closed conduit hole 315 and formed；In crisscross girt strip grid Lay steel mesh with ribbing and engrave 216, in order to reduce fire control smoke exhausting resistance, set up in steel mesh with ribbing engraves 216 the small closed conduit of plate system with it is dark Pipe hole 315 penetrates；Surface is provided with suspension ring and rib reinforcement and reserves exposed, and concrete or mortar are prefabricated with girt strip and bottom wing listrium 314； During used in floor without bright beam, the lower end of two ends cross rib 213 concave 313 of cavity board member 3.

Fig. 7 is that steel mesh with ribbing engraves structure chart, with ribbing steel mesh of the cavity board member into cavity in cavity board member of the present invention Engrave 5 and body 54 is engraved by steel mesh body with ribbing, built-in bar-mat reinforcement supporter net 53, plug 57 and impression corner 56 are formed；In order to reduce Engraved as exhaust resistance during fire control smoke exhausting pipeline in steel mesh with ribbing in 5 in the space 55 that steel mesh with ribbing is engraved into structure whole cavity Jiong shape sheet-metal duct 52 is put again, allows the wind with smog directly to engrave to put again in 5 in Jiong shape sheet-metal duct 51 from steel mesh with ribbing and discharge；Band Rib steel net is engraved 5 and is used along the termination perforate in Jiong shape thin-walled air channel 51 as fire-fighting smoke controlling pipeline or solar energy air supply duct, real Cavity floor multifunctional application is showed.

Finally it should be noted that:The above embodiments are merely illustrative of the technical scheme of the present invention and are not intended to be limiting thereof, to the greatest extent The present invention is described in detail with reference to above-described embodiment for pipe, it should be understood by a person of ordinary skill in the art that still The embodiment of the present invention can be modified or equivalent substitution, and end departs from any of spirit and scope of the invention Modification or equivalent substitution, it all should cover among scope of the presently claimed invention.

Claims (10)

1. a kind of assembled arthitecutral structure of reinforced concrete combination, comprising prefabricated post, after pour beam, cavity board member, longitudinal combination rib Beam, regeneration cross rib reinforcing bar, combinated seam；It is characterized in that steel bar stress is reserved at the prefabricated post both ends；Soffit is poured after described by mould Tool support support；The cavity board member is made up of longitudinal bar concrete girt strip, cross reinforcement concrete girt strip, cavity body, bottom wing listrium；The cavity Board member pours the edge of beam after being arranged on；The reinforcing bar of the cavity board member is poured after extending into the bearing of beam；The regeneration is horizontal Girt strip bar connecting mouth is reserved on cavity board member longitudinal rib beam edge；The non-through floor of cavity plate component groups joint close.

2. a kind of assembled arthitecutral structure of reinforced concrete combination as claimed in claim 1, its spy are the prefabricated post upper end Steel bar stress termination is docked with prefabricated post lower end steel bar stress termination to be docked, and prefabricated post is raised；Described every pre- Post docking wicking height processed is building floor height；The docking mode is that mechanical splice or slip casting are docked；Every prefabricated post is pre- Steel bar stress is stayed to being connected in dislocation docking.

3. the assembled arthitecutral structure of a kind of reinforced concrete combination as claimed in claim 1, it is characterised in that described every prefabricated The reinforcing bar length that post reserves after the docking of steel bar stress termination pours that depth of beam is identical with after, and pours after the same of pour concrete in beam When, to pour concrete in the reinforcing bar length position, form coupled column.

4. the assembled arthitecutral structure of a kind of reinforced concrete combination as claimed in claim 1, it is characterised in that the lower end is prefabricated Post is reserved after the reserved steel bar stress termination of steel bar stress termination and upper end prefabricated post docks, and the concrete of upper end prefabricated post pours beam after being less than Upper surface.

5. the assembled arthitecutral structure of a kind of reinforced concrete combination as claimed in claim 1, it is characterised in that beam bottom is poured after described Supportted by mould support in face；The mould is metal die；The metal die is by they sup-port on lower floor's floor.

6. the assembled arthitecutral structure of a kind of reinforced concrete combination as claimed in claim 1, it is characterised in that beam is poured after described is Without pouring beam after bright beam or pour beam after having bright beam；It is described to be poured using planar metal mould or after having bright beam without pouring beam after bright beam Beam is using matrix combination metal pattern.

A kind of 7. assembled arthitecutral structure of reinforced concrete combination as claimed in claim 1, it is characterised in that the cavity plate structure Cavity body in part, is engraved or prefabricated hollow or plastics cavity or foam cement block or foam block containing steel mesh with ribbing；The band rib steel Net is engraved to be engraved or fish scale steel mesh with ribbing is engraved for spreading belt rib steel net.

A kind of 8. assembled arthitecutral structure of reinforced concrete combination as claimed in claim 1, it is characterised in that the cavity plate structure The bottom surface of part longitudinal bar concrete girt strip has L shape concrete raised.

A kind of 9. assembled arthitecutral structure of reinforced concrete combination as claimed in claim 1, it is characterised in that the regeneration cross rib Beam is that the gate beam bar connecting between two pieces of cavity board members forms；The mode of the connection has welding or mechanically connects or note Slurry connection.

A kind of 10. assembled arthitecutral structure of reinforced concrete combination as claimed in claim 1, it is characterised in that the cavity plate structure It is mutually communicated between the cavity of part, forms dark air channel；Vertical sheet material is set up in the dark air channel, forms local dark air channel.