CN106381951B - A kind of assembled architecture cavity floor - Google Patents
A kind of assembled architecture cavity floor Download PDFInfo
- Publication number
- CN106381951B CN106381951B CN201610919684.4A CN201610919684A CN106381951B CN 106381951 B CN106381951 B CN 106381951B CN 201610919684 A CN201610919684 A CN 201610919684A CN 106381951 B CN106381951 B CN 106381951B
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- cavity
- floor
- assembled
- board member
- assembled architecture
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of assembled architecture cavity floor, includes column, girder, regeneration beam, cavity board member, floor top flange plate and decoration joint close；It is characterized in that the cross rib beam steel connecting portion in two pieces of cavity board members reserves regeneration beam connection gap；Site welding cross rib beam steel forms regeneration beam in regeneration beam connection gap；The bidirectional stress girt strip of the regeneration beam and longitudinal reinforcement concrete girt strip composition assembled architecture cavity floor；The cavity board member is constituted by armored concrete girt strip and surface exposed reinforcing bar and at pole and bottom wing listrium；In one column net of the assembled architecture cavity floor, soffit at least forms two decoration joint closes；It is intermittent to decorate joint close；Decoration joint close does not extend through the top flange plate of cavity floor；The column, girder, regeneration beam connect gap, cavity board member top flange plate same period cast-in-place concrete, build up assembled architecture cavity floor.
Description
Technical field
The present invention relates to a kind of assembled architecture systems technologies, and in particular to a kind of assembled architecture cavity floor technology.
Background technique
Concrete prefabricated board member production department, China's the 1980s is in the great development stage, due to concrete prefabricated board structure
The bad reason of the entirety of part, is prohibited from using；Floor is carried out using large panel structure, cast-in-place during dwelling construction by country
Concrete structure, cast-in-place concrete hollow floor slab structure, cast-in-place concrete frame structure, cast-in-place concrete frame-shear-wall structure
Deng；With Process of Housing Industrialization, a few days ago, steel-mix the mixed combination cavity building roof structural system of composite structure and steel-get back it is fast
That is speed development, China's precast assemble floor ground zero, it is big to overlap assembled in the upper surface of beam using longitudinal superimposed sheet again
Plate.
The ZL200410082381.9 " a kind of hollow floor slab with small dense ribs " declared such as inventor, hollow filling body is embedded in small close
" T font " stress cross-section hollow layer is formed in rib superstructure, and it is smooth to solve the small ribbed cavity superstructure top plate in " T font " stress section
The problem of with large span, large space, big load.But the generation hollow filling body setting and hardening time is long, mould utilization factor is low, empty
The defects of heart filling big matter weight of volume density, production and transport inconvenience and obturator globality poor cracky.
In order to promote China's housing industrialization to develop, a kind of ZL200820126232.1 " cast-in-place fashioned iron of inventor's application
Concrete cavity building roof " and ZL200910143977.8 " a kind of cast-in-place open web superstructure building heating using solar energy " and
ZL201110332999.6 " it is a kind of using foam composition obturator make hollow floor system " assembled formed steel construction with it is cast-in-place
Armored concrete cavity building roof organically combines, and solves the fire prevention of assembled formed steel construction, gets rusty, quality, shearing resistance, throughout the year dimension
The problem of shield, cost etc. and inexhaustible solar energy is converted into hot wind it can warm oneself and utilize foam plastic
Material, had both solved the technical problem of non-core-drawing pore-creating, and played sound-insulating and heat-insulating heat preservation；Inventor also applies
A kind of ZL200810192973.4 " expanding material for cast-in-place cavity floor " foamed cement；These inventions, although being China
Process of Housing Industrialization has tamped basis, but entirely cast-in-site, poor controllability, implements technical strong, is not easy to be formed
Industrialized production.
To realize industrialized production, inventor applies for a kind of ZL201320467350.X " cast-in-situ hollow building roof pore-forming use again
The netted box component of combined type " and ZL201520186565.2 " a kind of that cast-in-place cavity building roof is engraved with steel mesh with ribbing ", to existing
It pours hollow floor technology and carries out General Promotion, realize transition and upgrade, update and significantly reduce the self weight of cavity building roof,
Self-heat preservation heat insulation performance is added, safety of structure is strong, realizes superstructure large span, large space, big load；Though solving pore-forming
The problem of component industrialized production, needs big building template and steel pipe column to support, and causes the molding time long and influences construction speed
Defect；But the continuous promotion of the above cast-in-situ hollow building roof background technique, it is assembled architecture large span, the water without bright beam
Flat structure has established the basis of hard stone.
Country pushes away assembled architecture by force at present, promotes building science and technology progress；No matter from the connotation and extension of building
How to extend and updates, it is all related with architectural structure system；Using multi-functional, economy, scientific and technological content, energy conservation and environmental protection and market
Demand is big, safety coefficient is high, and meets the architectural structure system of national industrial policies and industrial development direction.Therefore, inventor
On the basis of existing background technique self, by cast-in-situ hollow building roof technical application into assembled architecture, formed novel pre-
Assembling frame structural system processed；By cast-in-place cavity building roof Technology Difficulties problem factory industry neutralizing determine, be formed, lattice of establishing rules,
Fixed assembly position quantitatively produces prefabricated member, and the mode that structure is integrally forced through cast-in-place concrete is handled, industrialization
Prefabricated assembled Cavity structural member is produced to combine with cast-in-site rc-frame-beam column.Research and develop a kind of assembled
Cavity floor lid is built, solves the problems, such as existing one-way slabs bidirectional stress, while solving existing longitudinal superimposed sheet, is superimposed on the upper of beam
Face is formed with the assembled architecture of bright beam, longitudinal superimposed relationship of beam and assembled superimposed sheet, is changed into and overlaps assembled
Plate is superimposed on beam horizontal direction, is the great breakthrough for realizing assembling frame structural system new technology, has become assembled
The urgent need of technical field of buildings innovation.
Summary of the invention
It is an object of the invention to play the advantage of the prior art, overcome the prior art；Specifically " concrete is pre-
Problem between component processed " and " building cast-in-situ technology ", the former is globality poor, and the latter is controllable not strong；Industrialized production is pre-
Assembled cavity board member processed combines with cast-in-site reinforced concrete beam column, efficiently solves " concrete prefabricated
The globality of component technology ", the controllability of " building cast-in-situ technology ", fundamentally improves the overall security of building, promotes to build
Build scientific and technological progress；Regeneration beam is founded, bidirectional stress is realized；Optimization decoration joint close, decoration joint close part are integrally poured
Note, partial gap had both met integrally-built requirement, and returned and kept away gap flaw；Using frame-type armored concrete girt strip and
At the assembled cavity board member that pole and book bottom wing listrium are constituted, assembled cavity board member is greatly alleviated,
It lays a good foundation to realize that large span has no bright beam building；A kind of assembled architecture cavity floor lid is constituted, bright Liang Suozhan is saved
The benefit that layer high spatial generates reaches optimization available frame structure technology system；Make full use of industrialization Prefabrication assembled
The advantage of cavity board member, then longitudinal superimposed relationship of beam and assembled superimposed sheet the prior art optimize, and being changed into will fill
It is superimposed on beam horizontal direction with formula superimposed sheet, realizes assembled concealed-beam floor, had both improved the overall security of building, and solve
Existing longitudinal superimposed sheet, is superimposed on the upper surface of beam and is formed with bright beam building structure, and causing bright beam to occupy, interfloor height, implement can
Control property is difficult, site operation causes environmental pollution, matter weight, construction cost is high, engineering progress is slow, with a large amount of building template and steel
Support such as leads to the molding time long and influences construction speed at a series of defects.
Technical scheme is as follows, a kind of assembled architecture cavity floor, includes column, girder, regeneration beam, cavity plate
Component, floor top flange plate and decoration joint close；It is characterized in that in the cross rib beam steel connecting portion of two pieces of cavity board members
Reserved regeneration beam connects gap；Site welding cross rib beam steel forms regeneration beam in regeneration beam connection gap；It is described again
The bidirectional stress girt strip of raw beam and longitudinal reinforcement concrete girt strip composition assembled architecture cavity floor；The cavity board member by
It armored concrete girt strip and surface exposed reinforcing bar and is constituted at pole and bottom wing listrium；The assembled architecture cavity floor
In one column net, soffit at least forms two decoration joint closes；The decoration joint close is intermittent；Decoration joint close does not have
There is the top flange plate through cavity floor；The column, girder, regeneration beam connection gap, the cavity board member top flange plate same period are existing
Field casting concrete, builds up assembled architecture cavity floor.
Another preferred embodiment, the cavity board member cross rib beam steel use truss-like girt strip；The truss-like rib
End bar is prefabricated into " L shape " or top directly to exposed under beam；End bar is directly exposed on the truss-like girt strip, truss-like rib
The protruded length > 40mm of end bar on beam.
Another preferred embodiment, the base angle chamfered edge of adjacent two pieces of cavitys board member longitudinal direction are spelled at inclined-plane or arc
Synthesis recess decoration joint close.
Another preferred embodiment, the girder is locally exposed, pads head beam height in the beam steel two sides of beam bottom engineering template
Rectangle cushion block mould, assembled cavity board member is placed on the rectangle cushion block mould.
Another preferred embodiment, the reserved regeneration beam of the cross rib beam steel connecting portion connect gap, and use is delicate
Light material.
Another preferred embodiment, the cavity board member in the cross rib beam steel connecting portion reserved regeneration beam connection gap
Bottom surface locally presets steel net plate with ribbing.
Another preferred embodiment, the assembled cavity board member both ends slope inwardly downward.
Another preferred embodiment is provided in the assembled cavity board member using solar powered ventilation system and fire-fighting row
The default air supply duct of cigarette system.
A kind of assembled architecture cavity floor lid of the invention, the mainly prefabricated assembled cavity board member of industrialized production
Technology and the integrally formed bidirectional stress floor technology of assembled in situ formula.
Assembled cavity plate element precast technology is decomposition architectural design drawing on the basis of by architectural design drawing,
For the function and geometric dimension of cavity building roof, assembling form is quantified, under the premise of meeting principal mode specification, drawing point
Solution is produced at N number of assembled cavity board member, factory by the paper organization being decomposed；Produce assembled cavity plate building course such as
Under: stock, mainly include reinforcing bar, cement, sandstone, mold, steel mesh with ribbing engrave, cement foamed device and material, mechanical equipment
Deng；Two, make important document, and 1. by the drawing making binding rib reinforcement or machinery production girder truss being decomposed；2. assembling steel mesh with ribbing
It engraves, special mechanical equipment is made into ribbed steel dictyosome and reinforcing bar dictyosome；Engraving ribbed steel dictyosome network pressure bending trace, engrave
The upper and lower ends mouth of end net vertical direction packs steel plate molding edge, after supporting network is packed respectively by engraving net, supporting network, engrave end net
Usage ratio transport composing room；Opening engraves net, from bending from the bending trace of compacting, will engrave end net molding edge and is put into and engrave net
In the V-arrangement rib at edge, " Jiong shape " supporting network is placed in equivalent expanded metal lath thread, will be engraved net both ends split and is carried out welding and is made
Steel mesh with ribbing is engraved；Steel mesh engraves point punching expanding and is punched into cellular type, and the main identical point of the two is that have rib and punching and other
Common ground, difference are that material width and mesh are different；3. intercostal through tube (needs anti-using solar heating or fire-fighting
When fire row flue) it enables；4. the exposed outlet mold end of longitudinal rib beam steel is arranged；5. assembled cavity plate member openings basis mould；6.
Assembled cavity board member Liu Kou or the inclined-plane adding module in vertical formwork are formed；The production of three, assembled cavity board members,
The bed die system of assembled cavity plate frame rail is gone into die-filling workshop and rib reinforcement and obturator workshop, is equipped on bed die vertical
The opening basis of template, specifications and models needed for being formed is framed, on opening basis framed interior placement girt strip reinforcing bar, steel mesh with ribbing engrave,
Straight through tube etc. between willow mouth mold, girt strip；Bed die system track will be carried again goes to pouring hall's computer automatically by cement, sand, stone ratio
Example is sent to mixing plant and adds water and stirs into concrete after matching, the slump controls within 200mm；Start shake table, casting assembly
The concrete of formula cavity board member is rested after touching flat receipts smooth treatment to the vibration of assembled cavity plate component surface with plate vibration device；
The bed die system of track is gone into steam curing system again；The bed die system of track is gone into finished product station again, needed for demoulding obtains
Assembled cavity board member；It is formulated to warehouse for finished product feeding or inventory eventually respectively；The bed die system of track goes to initial position, enters
Next flow state；The bed die system of track is set, allows for intersection dislocation operation, improves efficiency, each workshop is used
Endless track manner connection, the bed die system loop orbit of track one week illustrate that an assembled cavity board member production is completed；Ring
It keeps in balance drop around track, is the resistance for reducing track operation, slope is climbed up in zero load, and assembled cavity board member is poured from concrete
Note extremely unloading row descending；The assembled cavity board member of above-mentioned process production, globality is strong, and structurally reasonable, quality standard is high, work
Sequence is controlled, and self-heat conserving sound insulation value is good.
Assembled in situ and integrally formed bidirectional stress floor technology；The assembly of assembled cavity board member is empty in building
It is carried out in chamber superstructure girder horizontal direction, the girder engineering mold of Zhi Li 1000mm wide, reinforcement mould support, support, which meets, to be applied
The requirement of work load；Peng pricks beam steel on beam bottom board, by assembled cavity plate lifting component on beam bottom board, by assembled sky
Cavity plate component both ends tilt angle is downward, has both increased the stress section of beam, and increases the effective of assembled cavity board member and beam
Engagement section；The exposed girt strip reinforcing bar in assembled cavity board member both ends is extend into girder reinforcing bar, extend into girder reinforcing bar
Girt strip reinforcing bar, overlaps as far as possible；Adjacent members interface flatness is adjusted, increases coaxial branch in assembled cavity board member middle part position
Support, the arch camber for adjustment assembly formula cavity board member；Assembled cavity board member transverse direction bar dowel uses truss-like girt strip；Purlin
End bar is prefabricated into built in " L shape " under posture girt strip, mainly when adjacent two " L shape " girt strip reinforcing bars spell touching welding, is increased
Engage welding surface；Truss-like girt strip reinforcing bar can also directly exposed, truss-like girt strip protruded length > 40mm, mainly increase welding
Distance is welded with dislocation is conducive to；When according to solar powered ventilation system and fire-fighting smoke exhaust system, logical girder phase is connected with short tube
The adjacent preset pipeline of assembled cavity board member；Assembled cavity board member upper berth is set into top flange plate reinforcing bar penetrating main beam again
Reinforcing bar, the top flange plate reinforcing bar being laid with partially passes through or bind in reserved U ring or by U ring or the exposed steel of girder truss
On muscle, increase the bond strength of be laid with top flange plate reinforcing bar and assembled cavity board member；To the bright beam of dew point, in beam bottom work
The rectangle cushion block mould of the beam steel two sides pad head beam height of journey template, which is both the cushion block of assembled cavity board member,
It is the mold of head beam height again, assembled cavity board member both ends is placed on rectangle cushion block mould；Cast in place reinforced bar is mixed
Solidifying soil forms the concealed beam assembled cavity building roof top flange plate integrated poured with girder, regeneration beam, supports to casting concrete
Shield, demoulding, thus a kind of assembled architecture cavity floor lid needed for obtaining；If requiring to have for skyscraper or above ground portion
Wide-flat beam is exposed, as long as not needing setting head beam mold in the both sides of the girder punching block square steel of equivalent head beam height；It should
Square steel is support filler strip of the prefabricated member at beam both ends, and when head beam mould uses.
Detailed description of the invention
Fig. 1 is a kind of assembled architecture cavity floor plan view of the present invention.
Fig. 2 is that present invention steel mesh with ribbing engraves structure chart.
Fig. 3 is the girder truss embodiment of assembled cavity board member of the present invention.
Fig. 4 is the decoration joint close chamfered edge or arc schematic diagram of assembled cavity board member of the present invention.
Fig. 5 is the decoration joint close ornamental strip schematic diagram of assembled cavity board member of the present invention.
Fig. 6 is that a kind of assembled architecture cavity floor regeneration of present invention beam bottom portion sets steel mesh schematic diagram.
Specific embodiment
The present invention is further described with reference to the accompanying drawing.
Fig. 1 is a kind of assembled architecture cavity floor lid plan view of the present invention, when the present invention is implemented, a kind of assembled architecture
Cavity floor 1；The column net of the composition floor 1 of column 2；Girder 3 and column 2 constitute the frame for haveing suffered building；Girder 3 and column 2 are that reinforcing bar is mixed
Xtah Crude Clay structure can also use formed steel construction；Regeneration beam 6 is that 5 reinforcement welding of cavity board member transverse direction girt strip is generated regeneration
Beam 6；Cavity board member 7 is prefabricated in the factory, comprising armored concrete girt strip 5 and surface exposed reinforcing bar 122 and at 12 He of pole
Bottom wing listrium is constituted；Its geometric dimension is depending on the decomposition of architectural design drawing Secondary Design, according to decomposing standard component or different
The production of type number of packages amount tissue；Assembled cavity board member upper berth is set top flange plate reinforcing bar penetrating main beam by 1 top flange plate 21 of floor
Reinforcing bar 31, the top flange plate reinforcing bar being laid with are partially passed through or are bound in reserved U ring 18 or by U ring or outside girder truss
Reveal on reinforcing bar, increases the bond strength of be laid with top flange plate reinforcing bar and assembled cavity board member, cast-in-situ steel reinforced concrete shape
The integrated poured concealed beam assembled cavity building roof top flange plate 21 of 3 beam of Cheng Yuzhu, regeneration beam 6；It is double by assembled to decorate joint close 9
To the lower surface of stress floor, joint close depth > 120m is decorated, decoration joint close 9 does not extend through assembled bidirectional stress floor
Top flange plate 21, for the holistic resistant behavior of assembled bidirectional stress floor, bidirectional stress floor only some decoration
Joint close 9, another part are the plates of whole stress, and that is, the position not stressed is decoration joint close 9, the position of stress
It is closely knit top flange plate 21；The key problem in technology is the formation for regenerating beam, and regeneration beam 6 is site welding adjacent cavities board member 7
Girt strip reinforcing bar 51, girt strip reinforcing bar be prefabricated into " L shape " be mainly increase two blocks of adjacent cavities board member girt strip reinforcing bars 51 contact
The face at position and effectively welding form assembled bidirectional stress floor with the armored concrete girt strip 51 of regeneration beam 6 and longitudinal direction
Girt strip 5；The contact site of the adjacent cavities board member girt strip reinforcing bar 51 is provided with built in girt strip reinforcing bar or exposed device 10；
Device 10 is temporarily arranged, and main function is that 5 transverse steel of girt strip is exposed when guaranteeing casting cavity board member 7, and use is delicate
Light material or areola are implemented；Be using truss-like girt strip 11 in order to increase and structural strength and be conducive to industrialized production,
When using solar powered ventilation system and fire-fighting smoke exhaust system, it is default that the adjacent assembled cavity board member of logical girder is connected with short tube
Pipeline；The base angle chamfered edge of adjacent two pieces of cavitys board member longitudinal direction engages sealing at inclined-plane or arc 13, the decoration of longitudinal direction
Upper setting ornamental strip 14 is to realize that structure problem is solved with decoration.
Fig. 2 is that present invention steel mesh with ribbing engraves structure chart, as shown in Fig. 2, feeding machine, bicker system, cutter will be utilized
Equal special mechanical equipments production expanded metal lath engraves 12, at the construction field (site) by bending tool, by bending form band one by one at bending trace
What rib steel net engraved 12 peripheries engraves 125 main body of net；End 121 steel plate dictyosome of net is engraved according to needed for the height cutting that steel mesh with ribbing is engraved by factory
Length engraves end net 121 for every and cuts out sheet metal two panels bound edge, and two panels sheet metal leaf length≤steel mesh with ribbing engraves 12 width, with special
Sheet metal piece is pressed into V-shape with equipment, package passes through press machine for V-shape sheet metal piece packet after engraving the both ends for holding net 121
It wraps up in and engraves end net two-port pressing, both end net two-port had been engraved in shaping and protection, and the distortion engraved to steel mesh with ribbing is played inhibition and made
With steel mesh with ribbing is engraved and supported inside 12 by supporting network 124.
Fig. 3 is the girder truss embodiment of assembled cavity board member of the present invention, and the present embodiment is using truss-like girt strip 11
In order to increase structural strength and be conducive to industrialized production, the main exposed device for considering transverse truss formula girt strip 11, purpose
It is to be conducive to connecting into for adjacent transverse truss-like girt strip 11 to regenerate beam 6.
Fig. 4 is the chamfered edge or arc schematic diagram of assembled cavity board member of the present invention, assembled cavity board member joint close
Gap 13 is structure problem, because 11 stress area of truss girt strip of the joint close 9 have connected regeneration beam 6 and 10 position of built-in pour
It infuses concrete to solve, by taking the measure of chamfered edge or arc, gap is decorated in artificial formation.
Fig. 5 is the decoration joint close ornamental strip schematic diagram of assembled cavity board member of the present invention, assembled cavity board member
Joint close 9 is structure problem, because 11 stress area of truss girt strip of the decoration joint close 9 has connected regeneration beam 6 and built-in
10 positions are poured concrete and solve, and decorate joint close ornamental strip 14 by applying, artificial decorates gap by ornamental strip.
Fig. 6 is that a kind of assembled architecture cavity floor regeneration of present invention beam bottom portion sets steel mesh schematic diagram, to form regeneration beam,
Ensure reinforcing steel bars exposed 11 by setting built-in 10, although exposed reinforcing bar after removing device, leaves cavity, casting is mixed
Leakage must be descended when solidifying soil, regeneration beam bottom portion sets not lower leakage when the blocking monolithic concrete casting of steel mesh 19.
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
Invention is explained in detail referring to above-described embodiment for pipe, it should be understood by a person of ordinary skill in the art that still
Can be with modifications or equivalent substitutions are made to specific embodiments of the invention, and end is detached from any of spirit and scope of the invention
Modification or equivalent replacement, are intended to be within the scope of the claims of the invention.
Claims (8)
1. a kind of assembled architecture cavity floor includes column, girder, regeneration beam, cavity board member, floor top flange plate and decoration
Joint close；It is characterized in that the cross rib beam steel connecting portion in two pieces of cavity board members reserves regeneration beam connection gap；It is described
It regenerates site welding cross rib beam steel in beam connection gap and forms regeneration beam；The regeneration beam and longitudinal reinforcement concrete girt strip
Form the bidirectional stress girt strip of assembled architecture cavity floor；The cavity board member is by armored concrete girt strip and surface exposed
It reinforcing bar and is constituted at pole and bottom wing listrium；In one column net of the assembled architecture cavity floor, soffit is at least
Form two decoration joint closes；The decoration joint close is intermittent；Decoration joint close does not extend through the top flange of cavity floor
Plate；The column, girder, regeneration beam connect gap, cavity board member top flange plate same period cast-in-place concrete, build up assembled
Build cavity floor.
2. a kind of assembled architecture cavity floor as described in claim 1, it is characterised in that the cavity board member cross rib
Beam steel uses truss-like girt strip；End bar is prefabricated into " L shape " or top directly to exposed under the truss-like girt strip；The truss
End bar is directly exposed on formula girt strip, the protruded length > 40mm of end bar on truss-like girt strip.
3. a kind of assembled architecture cavity floor as described in claim 1, it is characterised in that adjacent two pieces of cavity plates
The base angle chamfered edge of component longitudinal direction pieces together recess decoration joint close at inclined-plane or arc.
4. a kind of assembled architecture cavity floor as described in claim 1, it is characterised in that the girder is locally exposed, in beam
The rectangle cushion block mould of head beam height is padded in the beam steel two sides of bottom engineering template, and it is empty to place assembled on the rectangle cushion block mould
Cavity plate component.
5. a kind of assembled architecture cavity floor as described in claim 1, it is characterised in that the cross rib beam steel connection
The reserved regeneration beam in position connects gap, using delicate light material.
6. a kind of assembled architecture cavity floor as described in claim 1, it is characterised in that the cross rib beam steel connection
The cavity board member bottom surface in position reserved regeneration beam connection gap locally presets steel net plate with ribbing.
7. a kind of assembled architecture cavity floor as described in claim 1, it is characterised in that the assembled cavity board member
Both ends slope inwardly downward.
8. a kind of assembled architecture cavity floor as described in claim 1, it is characterised in that the assembled cavity board member
In be provided with default air supply duct using solar powered ventilation system and fire-fighting smoke exhaust system.
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| CN201610919684.4A CN106381951B (en) | 2016-10-21 | 2016-10-21 | A kind of assembled architecture cavity floor |
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| CN201610919684.4A CN106381951B (en) | 2016-10-21 | 2016-10-21 | A kind of assembled architecture cavity floor |
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| CN106381951B true CN106381951B (en) | 2019-03-26 |
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| CN107620416A (en) * | 2017-10-13 | 2018-01-23 | 湖南标迪夫节能科技有限公司 | A kind of assembled arthitecutral structure of reinforced concrete combination |
| CN110284651B (en) * | 2019-06-28 | 2021-07-30 | 王本淼 | Connecting method for prefabricated frame floor slab reinforcing steel bars |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08109695A (en) * | 1994-10-12 | 1996-04-30 | Kajima Corp | Jointing structure of steel-pipe concrete column and flat-slab |
| WO2007131284A1 (en) * | 2006-05-17 | 2007-11-22 | Associated Valaire Pty Ltd | Structural element and methods of use thereof |
| KR101541465B1 (en) * | 2015-06-25 | 2015-08-04 | 정도건설 주식회사 | The long-span slab system |
| CN105780993A (en) * | 2016-05-06 | 2016-07-20 | 湖南标迪夫节能科技有限公司 | Formwork-free prefabricated assembly type cavity plate |
| CN105804235A (en) * | 2016-05-06 | 2016-07-27 | 湖南标迪夫节能科技有限公司 | Wall for prefabricated wallboard component assembling |
| CN105821988A (en) * | 2016-05-06 | 2016-08-03 | 湖南标迪夫节能科技有限公司 | Self-insulation exterior wall combined by assembled wall panel components |
| CN105839812A (en) * | 2016-05-06 | 2016-08-10 | 湖南标迪夫节能科技有限公司 | Self-thermal insulation wall assembled by prefabricated wallboard components |
| CN106013428A (en) * | 2016-06-02 | 2016-10-12 | 同济大学 | Prefabricated braced steel frame column end splicing joint structure |
| CN106013567A (en) * | 2016-06-08 | 2016-10-12 | 湖南标迪夫节能科技有限公司 | Fabricated stressed island reinforced concrete cavity floor system |
| CN206233435U (en) * | 2016-10-21 | 2017-06-09 | 王本淼 | A kind of assembled architecture cavity floor |
-
2016
- 2016-10-21 CN CN201610919684.4A patent/CN106381951B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08109695A (en) * | 1994-10-12 | 1996-04-30 | Kajima Corp | Jointing structure of steel-pipe concrete column and flat-slab |
| WO2007131284A1 (en) * | 2006-05-17 | 2007-11-22 | Associated Valaire Pty Ltd | Structural element and methods of use thereof |
| KR101541465B1 (en) * | 2015-06-25 | 2015-08-04 | 정도건설 주식회사 | The long-span slab system |
| CN105780993A (en) * | 2016-05-06 | 2016-07-20 | 湖南标迪夫节能科技有限公司 | Formwork-free prefabricated assembly type cavity plate |
| CN105804235A (en) * | 2016-05-06 | 2016-07-27 | 湖南标迪夫节能科技有限公司 | Wall for prefabricated wallboard component assembling |
| CN105821988A (en) * | 2016-05-06 | 2016-08-03 | 湖南标迪夫节能科技有限公司 | Self-insulation exterior wall combined by assembled wall panel components |
| CN105839812A (en) * | 2016-05-06 | 2016-08-10 | 湖南标迪夫节能科技有限公司 | Self-thermal insulation wall assembled by prefabricated wallboard components |
| CN106013428A (en) * | 2016-06-02 | 2016-10-12 | 同济大学 | Prefabricated braced steel frame column end splicing joint structure |
| CN106013567A (en) * | 2016-06-08 | 2016-10-12 | 湖南标迪夫节能科技有限公司 | Fabricated stressed island reinforced concrete cavity floor system |
| CN206233435U (en) * | 2016-10-21 | 2017-06-09 | 王本淼 | A kind of assembled architecture cavity floor |
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