CN107524258A - The forming method of core plate with holes, reinforced prefabricated components and assembled architecture - Google Patents
The forming method of core plate with holes, reinforced prefabricated components and assembled architecture Download PDFInfo
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- CN107524258A CN107524258A CN201710741185.5A CN201710741185A CN107524258A CN 107524258 A CN107524258 A CN 107524258A CN 201710741185 A CN201710741185 A CN 201710741185A CN 107524258 A CN107524258 A CN 107524258A
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- core plate
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- prefabricated components
- holes
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
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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
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The invention provides a kind of core plate with holes, it is related to architectural shape technical field.The core plate with holes includes core plate body and reserved through hole；Thickness direction of the reserved through hole along core plate body runs through core plate body.The core plate with holes of the present invention, reserved through hole is set on core plate body, can place different reinforcement or packing material, the structural strength and bond strength of increase prefabricated components in itself in reserved through hole according to different needs.On this basis, present invention also offers a kind of reinforced prefabricated components and the forming method of assembled architecture, core plate body reduces its thickness as far as possible on the premise of reinforced prefabricated components intensity is ensured, the clamping plate of outer layer uses light thermal-insulating heat-barrier material, the heat-insulating property of building is improved while prefabricated components weight is reduced so that assembled architecture disclosure satisfy that the environmental requirement of national energy-saving 75% relative to traditional architecture；By the forming method of assembled architecture, multiple reinforced prefabricated components efficiently and rapidly can pour to form assembled architecture.
Description
Technical field
The present invention relates to architectural shape technical field, more particularly to a kind of core plate with holes, reinforced prefabricated components and assembling
The forming method of formula building.
Background technology
Architectural industrialization refers to use modem management pattern, passes through the architectural design and modularization of standardization, factory
The component production of change, realizes the generalization of building structure part and assembling, the mechanization of site operation.Developing architectural industrialization is
The right-about that architecture production mode produces from extensive production to intensive style, it is inevitable approach and the development side of industry modernization
To.Wherein, assembled architecture is that have developing direction with broad prospects for development in architectural industrialization.
Assembled architecture refers to the building formed with prefabricated component in assemble in site.The advantages of this building is to build speed
Degree is fast, and climate conditionality is small, saves labour and can improve construction quality.
In the prior art, prefabricated components, material or other articles generally include：Wallboard, floor, cylinder, tubing, fragment of brick,
Reinforcement, assembly parts etc..And generally prefabricated components directly pass through mould pouring molding using materials such as concrete, cement, reinforcing bars.
Traditional preparation method and equipment, it is difficult to prefabricated components are carried out with specific careful structure and is divided, and is not easy to
Skeleton and reinforcement are inserted according to being actually needed for construction, form different prefabricated components to meet the use need of different occasions
Ask.Also, also there is reliability and material lightweight, heat-insulating property is strong and size requires the contradiction of high aspect.
The content of the invention
It is an object of the invention to provide the shaping side of a kind of core plate with holes, reinforced prefabricated components and assembled architecture
Method, to solve the problems, such as that structure existing for prefabricated components of the prior art is single, be difficult to meet different construction needs, Yi Jichuan
Building building technology of uniting, which exists, builds the problems such as inefficient, the market competitiveness is low.
To achieve these goals, the present invention uses following technical scheme：
A kind of core plate with holes provided by the invention, including core plate body and reserved through hole；The reserved through hole is along the core
The thickness direction of plate body runs through the core plate body.
Further, the reserved through hole is cylindrical hole or cydariform through hole.The technical scheme has technical effect that：1、
Cylindrical hole shaping is simple and convenient, is also beneficial to rapidly reinforcement in built-in hole.Core plate with holes is put into mould, is subsequently filled
Concrete, then concrete can not only be wrapped in the outside of core plate with holes, and can run through the reserved through hole of cylinder, make to pour
Building up the outside of prefabricated components after type has firm outside clamping plate, and inner side has being capable of sound insulation, insulation, the inside for alleviating expansion
Core plate.2nd, the mid diameter of cydariform through hole is bigger than port diameter, in filling armored concrete or other holes after stiffener plate,
Core plate with holes and the clamping plate in outside connect more close, form a firm entirety.It should be noted that reserved through hole
It could be arranged to truncated cone-shaped or cone-shaped hole so that the diameter of through hole middle part is more than the bore of both sides port.
Further, it is interconnected between adjacent multiple reserved through hole, or, in addition to expand inner chamber, the expansion
Fill the middle part that inner chamber is arranged at the reserved through hole.The technical scheme has technical effect that：1st, adjacent some reserved through hole
General axis be arranged in parallel, and sets cavity to realize connection between multiple adjacent reserved through hole, equally realizes in built-in hole
Other inserts such as reinforcement or reinforced concrete, play a part of strengthening the structural strength of prefabricated components.2nd, inner chamber position is expanded
In the middle part of reserved through hole, its effect is similar with the effect of cydariform through hole, for strengthening the connection of core plate body and outside clamping plate.
It should be noted that expanding inner chamber may be configured as different shapes, such as set one it is vertical with the axis of reserved through hole another
Individual blind cylindrical hole, cross structure is formed with former reserved through hole；The sky of one rectangle is and for example set at the middle part of former reserved through hole
Chamber or spherical hollow space so that concrete is able to fill and solidified in the inner.
Further, core plate with holes also includes reinforcement in hole, and reinforcement runs through the reserved through hole in the hole.The technical side
Case has technical effect that：Because reinforcement stage casing is built in reserved through hole in hole, and both ends stretch out, therefore core plate with holes is put
Enter in mould, after fill concrete, reinforcement can play connection function in hole, make the core plate body of inside and the coagulation in outside
Native clamping plate is closely affixed.
Further, the material of reinforcement is ceramics, stainless steel, synthetic rubber, synthetic resin or synthetic fibers in the hole.
The technical scheme has technical effect that：Ceramics are formed, technology maturation using natural clay as raw material by material mixing, molding, sintering
And cost is cheap, although the big hardness of fragility is high, and there is outstanding insulating properties, anti-wear performance and heat resistance, can
Suitable for the building occasion high to above-mentioned requirements；The advantages of stainless steel, is to stretch and anti-pressure ability is strong, and service life is very long, makees
There is very prominent mechanical structure performance for reinforcement in hole；Synthetic rubber, the stretching of synthetic resin and tearing toughness are smaller,
But be particular about toughness, forming requirements and density requirements it is higher use occasion it is very popular；Synthetic fibers price is higher, but its
Mechanical property, chemical property can need to select different types of synthetic fibers according to different, meet that different buildings uses bar
Part.It should be noted that the material of reinforcement includes and not only includes above-mentioned material in hole.
Further, the material of the core plate body is foam concrete, benzene plate, stalk or flyash.The technical scheme
Have technical effect that：Foam concrete belongs to profit useless, environmental protection, energy-conservation, cheap and have non-flame properties novel light heat-preserving building
Material；Benzene plate density is relatively low, but has the characteristics that insulation, sound insulation, beneficial to excision forming；Stalk wide material sources, cost is cheap, makes
Its heat insulating ability of wallboard, dicoration and durability belong to superior made of stalk.Although flyash belongs to industrial solid castoff,
But can in concrete sum of the adding coal ash to save cement and fine aggregate, reduce water consumption, improve concrete batching system
Yi Xing, the pumpability for strengthening concrete, reduce creeping, reducing the heat of hydration and heat energy dilatancy, improve agent on crack resistance of concrete for concrete
Ooze ability, increase the modified of concrete.It should be noted that the material of core plate body includes and not only includes above-mentioned material.
Further, the end face of the core plate body length direction and/or the end face of width are provided with detent.Should
Technical scheme has technical effect that：In casting process, core plate body is built in dies cavity, long in addition to reserved through hole
Spend the end face in direction and/or the end face of width and detent can be set, for fill concrete, not only cause core plate body
The center of structure is firmly arranged at, and enhances the combination of both concrete and core plate body.It should be noted that positioning is recessed
Groove can be arranged to 1 to 4 on four end faces as needed.
The present invention also provides a kind of reinforced prefabricated components, including coagulation packed layer and above-mentioned core plate with holes；It is described mixed
Solidifying packed layer coats the core plate body, and fills the reserved through hole.
Further, the end face of the reinforced prefabricated components length direction and the end face of width are provided with assembling groove；
Two end faces of the reinforced prefabricated components length direction are respectively arranged with tenon and tongue-and-groove, the reinforced prefabricated components width
Two end faces in direction are respectively arranged with tenon and tongue-and-groove.The technical scheme has technical effect that：Reinforcing bar etc. is placed in assembling groove
Skeleton is assembled, and fill concrete etc. pours material；And tenon and tongue-and-groove can be by multiple reinforced prefabricated components successively mortise-tenon joint.
The present invention also provides a kind of forming method of assembled architecture, and its step includes：
Multiple reinforced prefabricated components are sequentially connected by tenon and tongue-and-groove；
Reinforcing bar is placed in assembling groove；
Poured into assembling groove and pour material formation wallboard, floor, beam and column；
The wallboard, the floor, the beam and the post are assembled to form assembled architecture.
The beneficial effects of the invention are as follows：
1st, core plate through-thickness with holes sets reserved through hole, can be placed according to different needs in reserved through hole different
Reinforcement or packing material in hole, the structural strength and its bond strength of increase prefabricated components in itself are reinforced pre- in guarantee
Its thickness is reduced on the premise of component strength processed as far as possible.
2nd, on the one hand reinforced prefabricated components strengthen both stabilizations using the core plate with holes of inner chamber and the clamping plate in outside
Property so that core plate with holes preferably forms an entirety with clamping plate；On the other hand the clamping plate in outside is preferably using insulation, heat-insulated material
Material, not only mitigate the own wt of prefabricated components, further improve the heat-insulating property of assembled architecture, make assembled architecture and tradition
Building is compared, and meets environmental requirement of the country on building energy conservation 75%.
3rd, the forming method of assembled architecture uses multiple reinforced prefabricated components, coordinates reinforcing bar and pours material, can
Realize the quickly and efficiently pouring molding of assembled architecture.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of the specific embodiment of the invention, embodiment will be described below
In the required accompanying drawing used be briefly described.It should be evident that drawings in the following description are some implementations of the present invention
Mode, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is the plan for the core plate with holes that the embodiment of the present invention one, two, three, four provides；
Fig. 2 a are the A-A direction views that embodiment one provides in Fig. 1；
Fig. 2 b are the A-A direction views that one another structure of embodiment provides in Fig. 1；
Fig. 2 c are the A-A direction views that embodiment two provides in Fig. 1；
Fig. 2 d are the A-A direction views that embodiment three provides in Fig. 1；
Fig. 2 e are the A-A direction views that example IV provides in Fig. 1；
Fig. 3 is the axonometric drawing for the core plate with holes that the embodiment of the present invention one, two, three, four provides；
Fig. 4 is the axonometric drawing for another structure of core plate with holes that the embodiment of the present invention one, two, three, four provides；
Fig. 5 is the plan after reinforcement in the core plate built-in hole with holes of the offer of the embodiment of the present invention one；
Fig. 6 is B-B direction view in Fig. 5；
Fig. 7 is the axonometric drawing after reinforcement in the core plate built-in hole with holes of the offer of the embodiment of the present invention one；
Fig. 8 is the structural representation that core plate with holes provided by the invention is positioned in mould；
Fig. 9 is the planar structure schematic diagram of reinforced prefabricated components provided by the invention；
Figure 10 is the first side structural representation of reinforced prefabricated components provided by the invention；
Figure 11 is the second side structural representation of reinforced prefabricated components provided by the invention；
Figure 12 is the planar structure schematic diagram after reinforced prefabricated components assembling provided by the invention；
Figure 13 is the first side structural representation after reinforced prefabricated components assembling provided by the invention；
Figure 14 is the second side structural representation after reinforced prefabricated components assembling provided by the invention；
Figure 15 is partial enlarged drawing at I in Figure 14.
Reference：
1- core plate bodies；2- reserved through hole；3- expands inner chamber；
Reinforcement in 4- holes；5- detents；6- moulds；
7- assembling grooves；8- tenons；9- tongue-and-grooves；
10- reinforcing bars；11- pours material；12- coagulation packed layers.
Embodiment
Technical scheme is clearly and completely described below in conjunction with accompanying drawing, it is clear that described implementation
Example is part of the embodiment of the present invention, rather than whole embodiments.Based on the embodiment in the present invention, ordinary skill
The every other embodiment that personnel are obtained under the premise of creative work is not made, belongs to the scope of protection of the invention.
In the description of the invention, it is necessary to explanation, term " " center ", " on ", " under ", "left", "right", " vertical ",
The orientation or position relationship of the instruction such as " level ", " interior ", " outer " be based on orientation shown in the drawings or position relationship, merely to
Be easy to the description present invention and simplify description, rather than instruction or imply signified device or element must have specific orientation,
With specific azimuth configuration and operation, therefore it is not considered as limiting the invention.In addition, term " first ", " second ",
" the 3rd " is only used for describing purpose, and it is not intended that instruction or hint relative importance.
In the description of the invention, it is necessary to illustrate, unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or be integrally connected；Can
To be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary, Ke Yishi
The connection of two element internals.For the ordinary skill in the art, with concrete condition above-mentioned term can be understood at this
Concrete meaning in invention.
In the prior art, prefabricated components, material or other articles generally include：Wallboard, floor, cylinder, tubing, brick
Block, reinforcement, assembly parts etc..And generally prefabricated components directly pass through mould 6 using materials such as concrete, cement, reinforcing bars 10
Pouring molding.Traditional preparation method and equipment, it is difficult to prefabricated components are carried out with specific careful structure and is divided, and is not easy to
Skeleton and reinforcement are inserted according to being actually needed for construction, form different prefabricated components to meet the use need of different occasions
Ask.Also, also there is reliability and material lightweight, heat-insulating property is strong and size requires the contradiction of high aspect.
And the core plate with holes of the present invention, can preferably it solve the above problems.Its specific embodiment is as follows：
Embodiment one：
A kind of core plate with holes is present embodiments provided, wherein：Fig. 1 is the band that the embodiment of the present invention one, two, three, four provides
The plan of hole core plate；Fig. 2 a are the A-A direction views that embodiment one provides in Fig. 1；Fig. 2 b are one another structure of embodiment in Fig. 1
The A-A direction views of offer；Fig. 3 is the axonometric drawing for the core plate with holes that the embodiment of the present invention one, two, three, four provides；Fig. 4 is this hair
The axonometric drawing for another structure of core plate with holes that bright embodiment one, two, three, four provides.As shown in Fig. 1,2a, 2b, 3,4, this implementation
The core plate with holes that example provides, including core plate body 1 and reserved through hole 2.Wherein, thickness direction of the reserved through hole 2 along core plate body 1
Through core plate body 1.
Further, reserved through hole 2 is arranged to cylindrical hole.
In the present embodiment, 1, core plate through-thickness with holes sets reserved through hole 2, can be needed according to different reserved logical
Reinforcement 4 or packing material in different holes, the structural strength and bond strength of increase prefabricated components in itself are placed in hole 2.
2nd, cylindrical hole shaping is simple and convenient, is also beneficial to rapidly reinforcement 4 in built-in hole.Core plate with holes is put into mould 6, then
Fill concrete, then concrete can not only be wrapped in the outside of core plate with holes, and can run through the reserved through hole of cylinder
2, make the inner side of prefabricated components after pouring molding not only there is heat insulating effect, additionally it is possible to ensure building under less thickness
Structural strength.
Embodiment two：
A kind of core plate with holes is present embodiments provided, wherein：Fig. 2 c are the A-A direction views that embodiment two provides in Fig. 1.Such as
Shown in Fig. 1,2c, 3,4, the core plate with holes of the present embodiment offer, including core plate body 1 and reserved through hole 2.Wherein, reserved through hole 2
Run through core plate body 1 along the thickness direction of core plate body 1.
Further, reserved through hole 2 is arranged to cydariform through hole.
In the present embodiment, the mid diameter of cydariform through hole is bigger than port diameter, filling the concrete of reinforcing bar 10 or its
In his hole after the plate of reinforcement 4, the clamping plate in core plate with holes and outside connects more close, forms a firm entirety.Need
Illustrate, reserved through hole 2 is it can also be provided that truncated cone-shaped or cone-shaped hole so that the diameter of through hole middle part is more than
The bore of both sides port.
Embodiment three：
A kind of core plate with holes is present embodiments provided, wherein：Fig. 2 d are the A-A direction views that embodiment three provides in Fig. 1.Such as
Shown in Fig. 1,2d, 3,4, the core plate with holes of the present embodiment offer, including core plate body 1 and reserved through hole 2.Wherein, reserved through hole 2
Run through core plate body 1 along the thickness direction of core plate body 1.
Further, reserved through hole 2 is arranged to cylindrical hole.
Further, in addition to inner chamber 3 is expanded, wherein, expand the middle part that inner chamber 3 is arranged at reserved through hole 2.
In the present embodiment, the middle part that inner chamber 3 is located at reserved through hole 2 is expanded, its effect is similar with the effect of cydariform through hole,
For strengthening the connection of core plate body 1 and outside clamping plate.It should be noted that expanding inner chamber 3 may be configured as different shapes, such as
One another blind cylindrical hole vertical with the axis of reserved through hole 2 is set, cross structure is formed with former reserved through hole 2；Again
The cavity or spherical hollow space of one rectangle are such as set at the middle part of former reserved through hole 2 so that concrete is able to fill and solidified
In the inner.
Example IV：
A kind of core plate with holes is present embodiments provided, wherein：Fig. 2 e are the A-A direction views that example IV provides in Fig. 1.Such as
Shown in Fig. 1,2e, 3,4, the core plate with holes of the present embodiment offer, including core plate body 1 and reserved through hole 2.Wherein, reserved through hole 2
Run through core plate body 1 along the thickness direction of core plate body 1.
Further, reserved through hole 2 is arranged to cylindrical hole.
Further, it is interconnected between adjacent multiple reserved through hole 2.
In the present embodiment, because adjacent 2 general axis of some reserved through hole be arranged in parallel, and multiple adjacent pre-
Setting cavity realizes connection between staying through hole 2, equally realizes other fillings such as reinforcement 4 or the cement of reinforcing bar 10 in built-in hole
Material, play a part of strengthening the structural strength of prefabricated components.
In any of the above-described embodiment, in the core plate built-in hole with holes that Fig. 5 provides for the embodiment of the present invention one after reinforcement 4
Plan；Fig. 6 is B-B direction view in Fig. 5；Fig. 7 is reinforcement 4 in the core plate built-in hole with holes of the offer of the embodiment of the present invention one
Axonometric drawing afterwards.As shown in Fig. 5,6,7, the core plate with holes that the present embodiment provides also includes reinforcement 4 in hole, reinforcement in the hole
4 run through reserved through hole 2.Because the stage casing of reinforcement 4 is built in reserved through hole 2 in hole, and both ends stretch out, therefore by core plate with holes
It is put into mould 6, after fill concrete, reinforcement 4 can play connection function in hole, make core plate body 1 and the outside of inside
Concrete clamping plate is closely affixed.
In the above-described embodiments, the material of reinforcement 4 preferably uses ceramics, stainless steel, synthetic rubber, synthetic resin in hole
Or synthetic fibers.Wherein, ceramics are formed using natural clay as raw material by material mixing, molding, sintering, technology maturation and cost is low
It is honest and clean, although the big hardness of fragility is high, and there is outstanding insulating properties, anti-wear performance and heat resistance, can suitable for pair
The high building occasion of above-mentioned requirements；The advantages of stainless steel, is to stretch and anti-pressure ability is strong, and service life is very long, adds as in hole
Strengthening tendons 4 has very prominent mechanical structure performance；Synthetic rubber, the stretching of synthetic resin and tearing toughness are smaller, are but saying
Study carefully toughness, forming requirements and density requirements it is higher use occasion it is very popular；Synthetic fibers price is higher, but its mechanical property
Energy, chemical property can need to select different types of synthetic fibers according to different, meet different building use conditions.Need
Illustrate, the material of reinforcement 4 includes and not only includes above-mentioned material in hole.
In any of the above-described embodiment, the material of core plate body 1 preferably uses foam concrete, benzene plate, stalk or fine coal
Ash.In the structure shown here, foam concrete belongs to profit useless, environmental protection, energy-conservation, cheap and have non-flame properties novel light heat-preserving building
Material；Benzene plate density is relatively low, but has the characteristics that insulation, sound insulation, beneficial to excision forming；Stalk wide material sources, cost is cheap, makes
Its heat insulating ability of wallboard, dicoration and durability belong to superior made of stalk.Although flyash belongs to industrial solid castoff,
But can in concrete sum of the adding coal ash to save cement and fine aggregate, reduce water consumption, improve concrete batching system
Yi Xing, the pumpability for strengthening concrete, reduce creeping, reducing the heat of hydration and heat energy dilatancy, improve agent on crack resistance of concrete for concrete
Ooze ability, increase the modified of concrete.It should be noted that the material of core plate body 1 includes and not only includes above-mentioned material.
In any of the above-described embodiment, as shown in Fig. 4,7, the end face of the length direction of core plate body 1 and/or width
End face is provided with detent 5.Because in casting process, core plate body 1 is built in the inner chamber of mould 6, in addition to reserved through hole 2,
Detent 5 can be set in the end face of length direction and/or the end face of width, for fill concrete, not only causes core plate
Body 1 is firmly arranged at the center of structure, and enhances the combination of both concrete and core plate body 1.It should be noted that
Detent 5 can be arranged to 1 to 4 on four end faces as needed.
The present invention also provides a kind of reinforced prefabricated components, and Fig. 8 is that core plate with holes provided by the invention is positioned in mould 6
Structural representation；Fig. 9 is the planar structure schematic diagram of reinforced prefabricated components provided by the invention；Figure 10 provides for the present invention
Reinforced prefabricated components first side structural representation；Figure 11 is the second side of reinforced prefabricated components provided by the invention
Face structural representation.As shown in Fig. 8~11, reinforced prefabricated components include coagulation packed layer 12 and above-mentioned core plate with holes.Its
In, coagulation packed layer 12 coats core plate body 1, and fills reserved through hole 2.
Further, as shown in Figure 10,11, the end face of reinforced prefabricated components length direction and the end face of width are all provided with
It is equipped with assembling groove 7.In addition, two end faces of reinforced prefabricated components length direction are respectively arranged with tenon 8 and tongue-and-groove 9, add
Two end faces of strong type prefabricated components width are also respectively arranged with tenon 8 and tongue-and-groove 9.Specifically, placed in assembling groove 7
The grade of reinforcing bar 10 assembles skeleton, and fill concrete etc. pours material 11；And tenon 8 and tongue-and-groove 9 can be by multiple reinforced prefabricated structures
Part mortise-tenon joint successively.
On the one hand reinforced prefabricated components strengthen both stabilizations using the core plate with holes of inner chamber and the clamping plate in outside
Property so that core plate with holes preferably forms an entirety with clamping plate；On the other hand the clamping plate in outside is preferably using insulation, heat-insulated material
Material, not only mitigate the own wt of prefabricated components, further improve the heat-insulating property of assembled architecture, make assembled architecture and tradition
Building is compared, and meets environmental requirement of the country on building energy conservation 75%.
Figure 12 is the planar structure schematic diagram after reinforced prefabricated components assembling provided by the invention；Figure 13 carries for the present invention
First side structural representation after the reinforced prefabricated components assembling supplied；Figure 14 is reinforced prefabricated components provided by the invention
Second side structural representation after assembling；Figure 15 is partial enlarged drawing at I in Figure 14.
As shown in Figure 12~15, the forming method of assembled architecture provided by the invention is as follows：
1st, multiple reinforced prefabricated components are sequentially connected by tenon 8 and tongue-and-groove 9；
2nd, the assembling skeleton such as reinforcing bar 10 is placed in assembling groove 7；
3rd, poured into assembling groove 7 and pour the formation of material 11 wallboard, floor, beam and column；
4th, wallboard, floor, beam and column are assembled to form assembled architecture.
Above-mentioned forming method effectively increases the building efficiency of building, carried on the premise of the structural strength of building is ensured
The market competition of high building construction technology is horizontal.
Finally it should be noted that：Various embodiments above is merely illustrative of the technical solution of the present invention, rather than its limitations；To the greatest extent
The present invention is described in detail with reference to foregoing embodiments for pipe, it will be understood by those within the art that：Its according to
The technical scheme described in foregoing embodiments can so be modified, either which part or all technical characteristic are entered
Row equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from various embodiments of the present invention technology
The scope of scheme.
Claims (10)
1. a kind of core plate with holes, it is characterised in that including core plate body and reserved through hole；The reserved through hole is along the core plate sheet
The thickness direction of body runs through the core plate body.
2. core plate with holes according to claim 1, it is characterised in that the reserved through hole is that cylindrical hole or cydariform lead to
Hole.
3. core plate with holes according to claim 1, it is characterised in that mutually interconnected between adjacent multiple reserved through hole
It is logical, or,
Also include expanding inner chamber, the middle part expanded inner chamber and be arranged at the reserved through hole.
4. the core plate with holes according to any one of claims 1 to 3, it is characterised in that also including reinforcement in hole, the hole
Interior reinforcement runs through the reserved through hole.
5. core plate with holes according to claim 4, it is characterised in that the material of reinforcement is ceramic, stainless in the hole
Steel, synthetic rubber, synthetic resin or synthetic fibers.
6. the core plate with holes according to any one of claims 1 to 3, it is characterised in that the material of the core plate body is bubble
Foam concrete, benzene plate, stalk or flyash.
7. core plate with holes according to claim 6, it is characterised in that the end face of the core plate body length direction and/or
The end face of width is provided with detent.
8. a kind of reinforced prefabricated components, it is characterised in that including coagulation packed layer and according to any one of claim 1~7 institute
The core plate with holes stated；The coagulation packed layer coats the core plate body, and fills the reserved through hole.
9. reinforced prefabricated components according to claim 8, it is characterised in that the reinforced prefabricated components length direction
End face and the end face of width be provided with assembling groove；Two end faces of the reinforced prefabricated components length direction point
Tenon and tongue-and-groove are not provided with, and two end faces of the reinforced prefabricated components width are respectively arranged with tenon and tongue-and-groove.
10. a kind of forming method of assembled architecture, it is characterised in that comprise the following steps：
Multiple reinforced prefabricated components are sequentially connected by tenon and tongue-and-groove；
Reinforcing bar is placed in assembling groove；
Poured into assembling groove and pour material formation wallboard, floor, beam and column；
The wallboard, the floor, the beam and the post are assembled to form assembled architecture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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|---|---|---|---|---|
| CN201362906Y (en) * | 2008-11-07 | 2009-12-16 | 鲁宏 | Combined type wallboard with core plate having holes |
| DE102012024884A1 (en) * | 2012-12-19 | 2014-06-26 | Xella Baustoffe Gmbh | Thermal insulation panel has rectangular core plate with the limiting core plate surface which are encapsulated completely from casing whose thermal conductivity is higher than thermal conductivity of core plate |
| CN205171846U (en) * | 2015-11-03 | 2016-04-20 | 中国航天建设集团有限公司 | Light -duty prefabricated compound roof boarding |
| CN105952054A (en) * | 2016-05-10 | 2016-09-21 | 北京建筑大学 | Composite wallboard |
| CN206289854U (en) * | 2016-12-21 | 2017-06-30 | 王广涛 | A kind of light foam concrete wallboard |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201362906Y (en) * | 2008-11-07 | 2009-12-16 | 鲁宏 | Combined type wallboard with core plate having holes |
| DE102012024884A1 (en) * | 2012-12-19 | 2014-06-26 | Xella Baustoffe Gmbh | Thermal insulation panel has rectangular core plate with the limiting core plate surface which are encapsulated completely from casing whose thermal conductivity is higher than thermal conductivity of core plate |
| CN205171846U (en) * | 2015-11-03 | 2016-04-20 | 中国航天建设集团有限公司 | Light -duty prefabricated compound roof boarding |
| CN105952054A (en) * | 2016-05-10 | 2016-09-21 | 北京建筑大学 | Composite wallboard |
| CN206289854U (en) * | 2016-12-21 | 2017-06-30 | 王广涛 | A kind of light foam concrete wallboard |
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