CN106121030A - Selective model integral system - Google Patents
Selective model integral system Download PDFInfo
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- CN106121030A CN106121030A CN201610296940.9A CN201610296940A CN106121030A CN 106121030 A CN106121030 A CN 106121030A CN 201610296940 A CN201610296940 A CN 201610296940A CN 106121030 A CN106121030 A CN 106121030A
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- Prior art keywords
- cavity
- steel
- plate member
- floor
- wall plate
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
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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
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
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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
- E04B2103/00—Material constitution of slabs, sheets or the like
- E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention provides selective model integral system, comprises building structure main body, the floor of horizontal direction, the wallboard of vertical direction and door and window mouth；Described building structure main body is reinforced concrete structure or steel-concrete combined structure；The floor of described horizontal direction is assembled cavity floor or cast-in-situ steel reinforced concrete cavity floor；Described assembled cavity floor precast frame component makes in factory, top flange plate cast on-site；The wallboard of described vertical direction is assembled by prefabricated wall plate member；Described prefabricated wall plate member is decomposed the physical dimension determined and the production of specifications and models tissue by factory by design drawing；Described prefabricated wall plate member has self-heat conserving function；Described door and window mouth is formed when prefabricated wall plate member assembly.The prefabricated wall plate member that above-mentioned flow process produces, globality is strong, rational in infrastructure, and quality standard is high, and operation is controlled, and self-heat conserving sound insulation value is good.
Description
Technical field
The present invention relates to a kind of housing industrialization systems technology, be specifically related to selective model integral system skill
Art.
Background technology
The eighties in 20th century, China's concrete prefabricated element produced the great development stage that is in, and country is in dwelling construction process
In, floor have employed hollowcore precast plate structure, large panel structure, cast-in-place concrete structure, cast-in-place concrete hollow floor slab structure, shows
Water frame-shear-wall structure etc., along with Process of Housing Industrialization, a few days ago, steel-concrete combined structure and steel reinforced concrete combination cavity building roof
Structural system is got back and is developed rapidly.
The ZL98231113.3 structural member for concrete thin-wall cylinder declared such as inventor, is fabricated to the tubular obturator sealed,
Provide tubular, hollow obturator for realizing cast-in-situ hollow building roof, solve the non-technique difficulty taking out heart pore-forming of cast-in-place cavity building roof
Topic；But there is single load bearing and the low problem of evacuation rate；In order to solve this defect, as inventor declares
ZL200410082381.9 " a kind of hollow floor slab with small dense ribs ", hollow filling body is embedded in floor slab with small dense ribs formation " T font " and is subject to
Power cross-section hollow layer, solves the problem that " T font " stress cross section little ribbed cavity superstructure top board is smooth.But produce hollow filling out
It is long to fill the body setting and hardening time, and mould utilization factor is low, hollow filling body density big matter weight, and production and transport inconvenience and obturator are overall
The defects such as property difference cracky.
In order to advance China's housing industrialization development, ZL200820126232.1 " a kind of cast-in-place shaped steel of inventor's application
Concrete cavity building roof " and ZL200910143977.8 " a kind of cast-in-place open web superstructure building heating utilizing solar energy " and
ZL201110332999.6 " a kind of hollow floor system using foam composition obturator to make " assembled formed steel construction with 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, ties up throughout the year
Protect, the problem of the aspect such as cost and inexhaustible solar energy is converted into hot blast can warm oneself and utilize foam plastic
Material, had both solved the technical barrier of non-core-drawing pore-creating, played again the effect of sound-insulating and heat-insulating insulation；Inventor also applies for
ZL200810192973.4 " a kind of expanding material for cast-in-place cavity floor " foam cement；Although these patent applications are for I
State's Process of Housing Industrialization has tamped basis, but entirely cast-in-site, poor controllability, implement technical by force, be difficult to shape
Become industrialized production.
For realizing industrialized production, inventor applies for that ZL201320467350.X " use by a kind of cast-in-situ hollow building roof pore-forming again
The netted box component of combination type " and ZL201420814197.8 " the self-heat conserving wall that a kind of mechanism steel mesh is compound with light-weight inorganic thing
Plate ", existing hollow building cover technology of watering is carried out General Promotion, it is achieved that transition and upgrade, update and significantly reduce cavity
The deadweight of superstructure, adds self-heat preservation heat insulation performance, and safety of structure is strong, it is achieved that superstructure large span, large space, big load；
Though the problem solving into pole industrialized production, still there is site operation poor controllability, need substantial amounts of building template
And bracing members, cause molding time length and affect construction speed and the defect of potential safety hazard that steel support structure part rapid wear causes.
Country carries out steel construction strategy and carries out assembled architecture at present, lays foundation for housing industrialization, no matter from building
The connotation and extension how to extend and to update, all relevant with architectural structure system；Use multi-functional, economy, scientific and technological content, joint
Can environmental protection and the market demand is big, safety coefficient is high, meet again the building structure of national industrial policies and industrial development direction
System.Therefore, prior art, on the basis of existing background technology of controlling oneself, is carried out perfect, upgrading by inventor, and integrated application is to living
In residence industrialization, formed in novel prefabricated assembled frame-shear-wall structure system；Cast-in-place cavity building roof Technology Difficulties is asked
Topic is dissolved certainly at factory industry, shapes, lattice of establishing rules, surely assembles position, quantitatively produces prefabricated member, and structure entirety is forced through existing
The mode of field cast concrete processes, organic with cast-in-site armored concrete for prefabricated assembled for industrialized production Cavity structural member
Combine.Research and development selective model integral system, is to realize the prefabricated assembled new skill of frame-shear-wall structure system
The great breakthrough of art, has become as the urgent need of housing industrialization technical field innovation.
Summary of the invention
It is an object of the invention to advance Process of Housing Industrialization, utilize selective model integral system, perfect
Available frame shear wall structure system；Make full use of the advantage of factory industry, the prefabricated wall plate member of Prefabrication, solve
The problems such as the construction of existing system of determining existence, environmental protection, matter weight, cost, work efficiency；Building structure entirety is forced through cast-in-site steel
The mode of reinforced concrete solves, and prefabricated assembled for industrialized production wallboard and assembled cavity floor are mixed with cast-in-site reinforcing bar
Solidifying soil combines, and reaches to optimize available frame shear wall structure system technology, ties existing assembling frame shear wall
Structure system system carries out transition and upgrade, updates；Solve existing system exist overall cast-in-site poor controllability, implement technical
By force, site operation causes environmental pollution, matter weight, construction cost is high, engineering progress is slow, exempt substantial amounts of building template and steel props up
Support, causes molding time length to affect construction speed；Use the potential safety hazard that causes of its structural member rapid wear of bracing members and be difficult to shape
Become the problems such as industrialized production.
Technical scheme is as follows, selective model integral system, comprises building structure main body, level side
To floor, the wallboard of vertical direction and door and window mouth；Described building structure main body is reinforced concrete structure or steel reinforced concrete combination knot
Structure；The floor of described horizontal direction is assembled cavity floor or cast-in-situ steel reinforced concrete cavity floor；Described assembled cavity
Floor precast frame component makes in factory, top flange plate cast on-site；The wallboard of described vertical direction is by prefabricated
Wall plate member is assembled；Described prefabricated wall plate member is decomposed the physical dimension and rule determined by factory by design drawing
Lattice number tissue produces；Described prefabricated wall plate member has self-heat conserving function；Described door and window mouth is at prefabricated wall
Formed during board member assembly.
The assembled cavity floor precast frame component thickness of the floor of described horizontal direction equal with depth of beam or height
Unequal, time the most unequal, deck-molding is in framework.
The girt strip reinforcing bar that described assembled cavity floor precast frame component two ends are exposed extend in beam steel, prick or
The girt strip reinforcing bar that welding extend in beam.
In the precast frame of described assembled cavity floor precast frame component, it is preset with obturator；Described obturator is
Steel mesh with ribbing is engraved or polyphenyl block or plastics cavity or cement cavity or sheet material cavity.
The precast frame of described assembled cavity floor precast frame component, is formed N number of band bottom wing by N number of open mold body
The precast frame cavity of listrium,；Described open mold is steel mould or bamboo wooden model or plastics mould；Described leukorrhagia flange plate is prefabricated
Framework cavity is covered with permanent thin cover plate, and permanent thin cover plate physical dimension is more than the physical dimension of open mold bore.
At the reinforced concrete girt strip natural axis of described assembled cavity floor precast frame component, it is prefabricated with connection gluten concrete rib
The hole of beam adjacent both sides cavity.
Described self-heat conserving function be armored concrete rib be cavity rib, cavity rib is formed by steel mesh cylinder with ribbing, band rib steel
Net cylinder waters and is inoculated with the self-thermal insulation material that cement mortar foaming is formed；Described steel mesh with ribbing waters in engraving and is inoculated with what cement mortar foaming was formed
Self-thermal insulation material.
Described cast-in-situ reinforced concrete column, the outdoor face of cast-in-situ steel reinforced concrete beam are mounted with heat-barrier material.
Described prefabricated Cavity structural member is preset with forceful electric power or the sleeve pipe of light current circuit or pipeline.
In described reinforced concrete bottom wing listrium, it is preset with fire-fighting smoke controlling mouth.
The outdoor table of described prefabricated wall plate member is provided with solar energy equipment.
The selective model integral system of the present invention, is carried out on the basis of by architectural design drawing, first
Decomposing architectural design drawing, for function and the physical dimension of cavity building roof, assembling form quantifies, and is meeting principal mode specification
On the premise of, resolve into the drawing of the specifications and models of N number of prefabricated wall plate member, factory is raw by the paper organization being decomposed
Produce；Produce prefabricated wall plate member process as follows: one. preparation, get the raw materials ready, mainly include reinforcing bar, cement, sandstone, mould
Tool, steel mesh with ribbing are engraved, cement foamed device and material, plant equipment etc.；Two. make important document, 1. by the drawing making being decomposed
Colligation rib reinforcement, to meet energy-saving and thermal insulating requirement, needs to arrange steel mesh cylinder with ribbing, binding strap in the middle of colligation rib reinforcement
Rib steel net cylinder becomes cavity reinforcing rib；2. assembled belt rib steel net is engraved, and will utilize the special machines such as feeding machine, bicker system, cutter
Tool equipment making steel plate dictyosome or reinforcing bar dictyosome；Net compacting bending trace will be engraved, engrave and hold the two-port up and down of net vertical direction to pack
Steel plate molding edge, supporting network pack respectively after by engrave net, supporting network, engrave end net usage ratio transport composing room；Beat
Open and engrave net, bending at the bending trace of compacting, put in the V-arrangement rib engraving network edge, at equivalent steel plate by engraving end net molding edge
" Jiong shape " supporting network placed by net thread, will engrave to net two ends split and carry out welding and make steel mesh with ribbing and engrave；A point die-cut expansion engraved by steel mesh
Opening formula and be die-cut into cellular type, both main identical points are to have rib and die-cut and other common ground, and difference is material width
Different；3. intercostal through tube (needing to use solar heating or fire-fighting fire-proof smokejack) enables；4. longitudinal rib beam steel is set
Expose outside mouth die end；The most prefabricated wall plate member opening basis mould；The most prefabricated wall plate member Liu Kou or inclined-plane exist
Vertical formwork adds module formed；Three. the making of prefabricated wall plate member, by prefabricated wall plate member band cincture
The bed die system of track forwards die-filling workshop and rib reinforcement and obturator workshop to, equipped shuttering on bed die, forms required specification
The opening basis of model is framed, opening basis framed in lay girt strip reinforcing bar, steel mesh with ribbing is engraved, between willow mouth die, girt strip through
Pipeline etc.；Band is forwarded to pouring hall again around the bed die system of track. computer is delivered to after automatically joining in cement, sand, stone ratio
Mixing plant adds water and stirs into concrete, and its slump controls within 200mm；Vibration on Start-up platform, pours into a mould prefabricated wallboard
The concrete of component, with flat board shake device prefabricated wall plate member surface is shaken touch flat receive smooth treatment after rest；Again will band
Bed die system around track forwards steam curing system to；Forwarding band to finished product station around the bed die system of track again, form removal obtains
Prefabricated wall plate member needed for；It is formulated to warehouse for finished product respectively support eventually or stock；Band turns around the bed die system of track
To initial position, enter next flow state；The band bed die system around track is set, allows for intersection dislocation operation,
Improving efficiency, connected by each workshop endless track manner, band is speeded around track one week, explanation around the bed die system of track
One prefabricated wall plate member has produced；Keep in balance drop around track, be to reduce the resistance that track runs, unloaded
Climbing up slope, prefabricated wall plate member is poured into load row descending from concrete；The prefabricated wall that above-mentioned flow process produces
Board member, globality is strong, rational in infrastructure, and quality standard is high, and operation is controlled, and self-heat conserving sound insulation value is good.Pour main body frame, shape
Post reinforcing bar is pricked in the main body frame mouth or the field fabrication that become to install wallboard, with engineering mould, the post reinforcing bar pricked is prepared vertical bag
Wrap up in, set reserved opening, the thickness of reserved opening width >=prefabricated wall plate member in the post engineering mould both sides installing wallboard face；
Prefabricated wall plate member side is placed in the surface of post binding site or prefabricated wall plate member is lifted
In the reserved opening that the engineering mould both sides pricking post reinforcing bar set, the another both sides of post engineering mould are fixed, prefabricated wallboard
The girt strip reinforcing bar that component two ends are exposed extend in post reinforcing bar, then cast-in-situ reinforced concrete column, will extend into post reinforcing bar partial
Prefabricated wall plate member and the girt strip steel exposed now are cast in cast-in-situ reinforced concrete column；Steel column is formed installs wallboard
Main body frame mouth, the post reinforcing bar will pricked with engineering mould prepares vertical parcel, in the quiet type concrete-type installing wallboard face
Steel column engineering mould both sides set reserved opening, the thickness of reserved opening width >=prefabricated wall plate member；By prefabricated wall
Board member side is placed in the surface of steel column binding site or prefabricated wall plate member is lifted on steel column
In the reserved opening that engineering mould both sides set, being fixed the another both sides of post engineering mould, prefabricated wall plate member two ends are exposed
Girt strip reinforcing bar extend in steel column, then cast-in-situ steel reinforced concrete, will extend into post reinforcing bar partial prefabricated wallboard structure
Part and the girt strip steel exposed now are cast in steel column；If pure steel column, prefabricated wall plate member exposed steel bar is stretched
Enter and weld in steel column.The installation of prefabricated wall plate member, is to carry out in building cavity building roof girder, if
Pure section steel beam, extend into prefabricated floor member exposed steel bar in section steel beam and welds；Joint connection in site installs its dress
Join formula prefabricated panel component, be with engineering mould, fine strain of millet reinforcing bar to be pricked on beam bottom board, reinforcement mould support, support to meet and execute
The requirement of work load；Being lifted on beam bottom board by prefabricated wall plate member, prefabricated wall plate member two ends are exposed
Girt strip reinforcing bar extend in girder reinforcing bar, adjusts adjacent members interface flatness, in prefabricated wall plate member middle part
Increase the girt strip reinforcing bar that coaxial support, colligation or welding are exposed, girder reinforcing bar middle rib beam steel will be extend into and be now cast in cast-in-place
In reinforced concrete girder；Again by laying top flange plate reinforcing bar above prefabricated wall plate member and girder reinforcing bar, spread
If top flange plate reinforcing bar partially pass through or colligation is in reserved U-loop or by U-loop, increase laid top flange plate reinforcing bar
With the bond strength of prefabricated wall plate member, cast-in-situ steel reinforced concrete forms superstructure top flange plate；Cast concrete is entered
Row maintenance, form removal, thus obtain the cavity building roof of required selective model integral system cast-in-site simultaneously.
Accompanying drawing explanation
Fig. 1 is selective model integral system plane graph of the present invention.
Fig. 2 is that structure chart engraved by present invention steel mesh with ribbing.
Fig. 3 is that the two of structure chart engraved by present invention steel mesh with ribbing.
Fig. 4 is the ribbed belt willow mouth embodiment of the prefabricated wall plate member of the present invention.
Fig. 5 is that the present invention prefabricated wall plate member rib reinforcement exposes embodiment.
Fig. 6 is the cross rib through hole embodiment of the prefabricated wall plate member of the present invention.
Fig. 7 is to be reserved with U-loop embodiment on the present invention prefabricated wall plate member girt strip.
Detailed description of the invention
The present invention is further described below in conjunction with the accompanying drawings.
Fig. 1 is selective model integral system plane graph of the present invention, when the present invention implements, is by factory's flowing water
The prefabricated assembled prefabricated panel component 2 that line produces；Its production process is by prefabricated wall plate member band cincture track
Bed die system forwards die-filling workshop and rib reinforcement and obturator workshop to；Equipped shuttering on bed die, forms required specifications and models
Opening basis framed, opening basis framed in lay girt strip reinforcing bar, steel mesh with ribbing is engraved, straight through tube between willow mouth die, girt strip
Deng；Band is forwarded to pouring hall again around the bed die system of track. computer delivers to stirring after automatically joining in cement, sand, stone ratio
Station adds water and stirs into concrete, and its slump controls within 200mm；Vibration on Start-up platform, pours into a mould prefabricated wall plate member
Concrete, with flat board shake device prefabricated wall plate member jolt ramming surface is touched flat receive smooth treatment after rest；Again by band
Bed die system around track forwards steam curing system to；Forwarding band to finished product station around the bed die system of track, form removal obtains institute
The prefabricated wall plate member needed；It is formulated to warehouse for finished product respectively support eventually or stock；Band is at the beginning of the bed die system of track forwards to
Beginning position, enters next flow state；The band bed die system around track is set, allows for intersection dislocation operation, improve
Efficiency, connects each workshop endless track manner, and band speeds, around track one week, to illustrate one around the bed die system of track
Prefabricated wall plate member has produced；Handling is on main fine strain of millet mould 42, by the part structure of prefabricated assembled prefabricated panel component 2
Part 2 and the rib reinforcement 58 exposed are embedded in post mold, carry out cast-in-site.When post and beam are formed steel construction, rib will be exposed
Reinforcing bar is directly welded on steel column and section steel beam；Prefabricated assembled prefabricated panel component 2 may be designed to optimum state one-way slabs,
The joint portion that two module components 2 are adjacent is arranged to willow mouth 592；Combination is to carry out in building cavity building roof girder, uses engineering mould
Fine strain of millet reinforcing bar is pricked on beam bottom board, reinforcement mould support, support the requirement meeting construction loads；By prefabricated wallboard
Lifting component is on beam bottom board, and the girt strip reinforcing bar that prefabricated wall plate member two ends are exposed extend in girder reinforcing bar, adjusts
Adjacent members interface flatness, increases what coaxial support, colligation or welding were exposed in prefabricated wall plate member middle part
Rib girt strip reinforcing bar, will extend into girder reinforcing bar middle rib joist steel and now be cast in cast-in-situ steel reinforced concrete girder；The most again will assembling
Laying reinforcing bar above formula prefabricated panel component and girder reinforcing bar, laid reinforcing bar partially passes through or colligation is at reserved U-loop 521
In, increase the bond strength of laid reinforcing bar and prefabricated wall plate member；In order to realize effective 4/000 springing height,
In the middle of prefabricated wall plate member, take coaxial support, both facilitated arch camber, supported again prefabricated wall plate member；Existing
Water armored concrete and form superstructure top flange plate, cast concrete is carried out maintenance, form removal, thus the quilt needed for simultaneously obtaining
The cavity building roof of dynamic formula building energy conservation integral system cast-in-site.Steel column forms the main body frame mouth installing wallboard, recruitment
The post reinforcing bar pricked is prepared vertical parcel by journey mould, sets in the quiet type concrete-type steel column engineering mould both sides installing wallboard face
Reserved opening, the thickness of reserved opening width >=prefabricated wall plate member；Prefabricated wall plate member side is placed in
The surface of steel column binding site or prefabricated wall plate member is lifted on that the engineering mould both sides of steel column set pre-
Staying in mouth, fixed the another both sides of post engineering mould, the girt strip reinforcing bar that prefabricated wall plate member two ends are exposed extend into shaped steel
In post, then cast-in-situ steel reinforced concrete, by existing for the girt strip steel extending into the post prefabricated wall plate member of reinforcing bar partial and expose
It is cast in steel column；If pure steel column, prefabricated wall plate member exposed steel bar is extend in steel column welding i.e.
Can；If pure section steel beam, prefabricated floor member exposed steel bar is extend in section steel beam and welds.
Fig. 2 is that structure chart engraved by present invention steel mesh with ribbing, as in figure 2 it is shown, feeding machine, bicker system, cutter will be utilized
6 are engraved Deng special mechanical equipment making expanded metal lath, at the construction field (site) by bending tool, with ribbing by bending form one by one at bending trace
What 6 peripheries engraved by steel mesh engraves net 61 main body；Factory engraves end net 62 expanded metal lath body length according to the height that steel mesh with ribbing is engraved needed for cutting,
Engraving end net 62 for every and cut out sheet metal two panels, the width of 6 engraved by two panels sheet metal leaf length≤steel mesh with ribbing, with special equipment by thin steel
Plate is pressed into V-shape, and V-shape sheet metal sheet is wrapped in after engraving the two ends of end net 62 by parcel by stamping machine to be engraved end and net two ends
Mouth flattens, and both end net two-port was engraved in shaping protection, and inhibitory action is played in the distortion engraved steel mesh with ribbing again, and steel mesh with ribbing engraves 6
Inside is supported by supporting network.
Fig. 4 is the ribbed belt willow mouth embodiment of the present invention prefabricated assembled prefabricated panel component, and the present embodiment is two pieces of cavitys
The joint portion that plate 2 is adjacent is arranged to willow mouth 592, and the amount of lap adjusting willow mouth 592 carrys out the flatness of tuning plate, first meets combination dress
Join formula prefabricated panel component bottom surface Pingdu and reinforce by lower floor coaxial support prefabricated wall plate member middle-end, can also be used with
This support adjusts the size of superstructure arch camber, and superstructure springing height is about the 4/1000 of superstructure width.
Fig. 5 is that the present invention prefabricated wall plate member rib reinforcement exposes embodiment, as post reinforcing bar is pricked in figure field fabrication
3, hold up the beam steel and prefabricated wall plate member pricked and construction loads with aluminium alloy fixed shape mould, in order to assemble structure
The firmest, cast-in-place at existing girder steel with the rib reinforcement 58 exposed by extending into the prefabricated wall plate member of beam steel partial
In reinforced concrete.
Fig. 6 is the cross rib through hole embodiment of the prefabricated wall plate member of the present invention.
Prefabricated wall plate member through hole embodiment, the present embodiment will use solar heating function or fire-fighting smoke controlling merit
During energy, before girder is poured into a mould by the connected mode of serial or parallel connection by prefabricated wall plate member through hole 531 with equipment even
Logical.
Fig. 7 is to be reserved with U-loop embodiment on the present invention prefabricated wall plate member girt strip.
It is reserved with U-loop 10 on prefabricated wall plate member girt strip, when prefabricated assembled prefabricated panel component rib reinforcement, rib
N number of U-loop 10 has been reserved as lifting and prefabricated assembled prefabricated panel component and cast-in-place concrete cavity building roof in the middle of reinforcing bar
The combination of top flange plate reinforcing bar is used；By laying top flange plate reinforcing bar above prefabricated wall plate member and girder reinforcing bar, laid
Top flange plate reinforcing bar partially pass through or colligation is in reserved U-loop 10 or by U-loop, increase laid top flange plate reinforcing bar
11 form superstructure top flange plate with the bond strength of prefabricated wall plate member, cast-in-situ steel reinforced concrete, solve with cast-in-place
Structural integrity.
Finally should be noted that: above example is only in order to illustrate that technical scheme is not intended to limit, to the greatest extent
The present invention has been described in detail by pipe with reference to above-described embodiment, it should be understood by a person of ordinary skill in the art that still
The detailed description of the invention of the present invention can be modified or equivalent, and any without departing from spirit and scope of the invention
Amendment or equivalent, it all should be contained in the middle of scope of the presently claimed invention.
Claims (10)
1. selective model integral system, comprises building structure main body, the floor of horizontal direction, the wallboard of vertical direction
With door and window mouth；Described building structure main body is reinforced concrete structure or steel-concrete combined structure；The floor of described horizontal direction is
Assembled cavity floor or cast-in-situ steel reinforced concrete cavity floor；Described assembled cavity floor precast frame component is in factory's system
Make, top flange plate cast on-site；The wallboard of described vertical direction is assembled by prefabricated wall plate member；Described assembling
Formula prefabricated panel component is decomposed the physical dimension determined and the production of specifications and models tissue by factory by design drawing；Described assembled
Prefabricated panel component has self-heat conserving function；Described door and window mouth is formed when prefabricated wall plate member assembly.
2. selective model integral system as claimed in claim 1, it is characterised in that the floor of described horizontal direction
Assembled cavity floor precast frame component thickness equal with depth of beam or the most unequal, time the most unequal, deck-molding is in frame
Frame.
3. selective model integral system as claimed in claim 1, it is characterised in that described assembled cavity floor
The girt strip reinforcing bar that precast frame component two ends are exposed extend in beam steel, pricks or weld the girt strip reinforcing bar extending in beam.
4. selective model integral system as claimed in claim 1, it is characterised in that described assembled cavity floor
In the precast frame of precast frame component, it is preset with obturator；Described obturator is that steel mesh with ribbing is engraved or polyphenyl block or plastics are empty
Chamber or cement cavity or sheet material cavity.
5. selective model integral system as claimed in claim 1, it is characterised in that described assembled cavity floor
The precast frame of precast frame component, is formed the precast frame cavity of N number of leukorrhagia flange plate by N number of open mold body,；Described open
Mouth die tool is steel mould or bamboo wooden model or plastics mould；Described leukorrhagia flange plate precast frame cavity is covered with permanent thin cover plate,
Permanent thin cover plate physical dimension is more than the physical dimension of open mold bore.
6. selective model integral system as claimed in claim 1, it is characterised in that described assembled cavity floor
At the reinforced concrete girt strip natural axis of precast frame component, it is prefabricated with the hole of connection reinforced concrete girt strip adjacent both sides cavity.
7. selective model integral system as claimed in claim 1, it is characterised in that described self-heat conserving function is
Armored concrete rib is cavity rib, and cavity rib is formed by steel mesh cylinder with ribbing, waters and be inoculated with cement mortar foaming formation in steel mesh cylinder with ribbing
Self-thermal insulation material；Described steel mesh with ribbing waters in engraving and is inoculated with the self-thermal insulation material that cement mortar foaming is formed.
8. selective model integral system as claimed in claim 1, it is characterised in that described cast-in-situ steel reinforced concrete
Post, the outdoor face of cast-in-situ steel reinforced concrete beam are mounted with heat-barrier material.
9. selective model integral system as claimed in claim 1, it is characterised in that described prefabricated cavity
Component is preset with forceful electric power or the sleeve pipe of light current circuit or pipeline.
10. selective model integral system as claimed in claim 1, it is characterised in that described reinforced concrete bottom wing listrium
In, it is preset with fire discharge smoke mouth.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610296940.9A CN106121030A (en) | 2016-05-06 | 2016-05-06 | Selective model integral system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610296940.9A CN106121030A (en) | 2016-05-06 | 2016-05-06 | Selective model integral system |
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| CN106121030A true CN106121030A (en) | 2016-11-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610296940.9A Pending CN106121030A (en) | 2016-05-06 | 2016-05-06 | Selective model integral system |
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| CN107524231A (en) * | 2017-10-09 | 2017-12-29 | 徐州工业职业技术学院 | A kind of assembled architecture training equipment system |
| CN107700659A (en) * | 2017-09-22 | 2018-02-16 | 万尔特（唐山）钢结构有限公司 | A kind of assembling type steel structure building of welding |
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