CN110409701A - A kind of composite filled structure of assembled architecture precast concrete - Google Patents
A kind of composite filled structure of assembled architecture precast concrete Download PDFInfo
- Publication number
- CN110409701A CN110409701A CN201910675833.0A CN201910675833A CN110409701A CN 110409701 A CN110409701 A CN 110409701A CN 201910675833 A CN201910675833 A CN 201910675833A CN 110409701 A CN110409701 A CN 110409701A
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- China
- Prior art keywords
- structural body
- reinforcing bars
- ring type
- net plate
- structure reinforcing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 18
- 239000002131 composite material Substances 0.000 title claims abstract description 9
- 230000003014 reinforcing Effects 0.000 claims abstract description 35
- 239000000463 material Substances 0.000 claims abstract description 31
- 210000003205 Muscles Anatomy 0.000 claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 16
- 239000007787 solid Substances 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 18
- 230000000694 effects Effects 0.000 description 4
- 238000009413 insulation Methods 0.000 description 4
- 238000011068 load Methods 0.000 description 4
- CURLTUGMZLYLDI-UHFFFAOYSA-N carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 3
- 229910002092 carbon dioxide Inorganic materials 0.000 description 3
- 239000001569 carbon dioxide Substances 0.000 description 3
- 239000003063 flame retardant Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 229920003023 plastic Polymers 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 208000008425 Protein Deficiency Diseases 0.000 description 1
- 210000003660 Reticulum Anatomy 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- 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
- E04C2/284—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 at least one of the materials being insulating
- E04C2/288—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 at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
- E04C2/2885—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 at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material with the insulating material being completely surrounded by, or embedded in, a stone-like material, e.g. the insulating material being discontinuous
Abstract
The invention discloses a kind of composite filled structures of assembled architecture precast concrete, belong to assembled architecture technical field of construction.The present invention includes ring type filling structural body and precast concrete filled layer, ring type filling structural body is made of external shell and internal packing material, the two sides up and down of ring type filling structural body are respectively arranged with structure reinforcing bars upper net plate and structure reinforcing bars lower net plate, it is provided between structure reinforcing bars upper net plate and structure reinforcing bars lower net plate and draws anchor center c-type muscle, be provided between adjacent drawing anchor center c-type muscle and draw anchor center annular rib.The present invention by ring type filling structural body by launching and being fixed in structure reinforcing bars system, complete concreting, the application of ring type filling structural body can mitigate the usage amount of concrete, building foundation cost is greatly saved, ball-type, ring-like or gengon can be used in ring type filling structural body, it can be adapted for being a kind of more green, more scientific construction application material in various forms of architectural constructions.
Description
Technical field
The present invention relates to assembled architecture technical field of construction, prefabricated mixed more specifically to a kind of assembled architecture
Solidifying soil component composition interstitital texture.
Background technique
Currently, China's building construction is faced with ecological environmental protection contradiction, and the costs such as artificial, construction sharp rise pressure
Power, while industrial chain is integrated and integrates relatively limited, is increasingly difficult to adapt to the demand for development of the urban modernization construction new period.
In this context, assembled architecture gradually rises, and brings new direction to traditional architecture industry, and is expected to reconstruct construction industry ecology.
Assembled architecture refers to that with prefabricated component building made of assemble in site, feature includes several aspects: a large amount of building
Component is completed the process by Workshop Production；Complete the assembling work of prefabricated components in scene；Using building, finishing integrated design, apply
Work；Design standard, IT application in management；Meet green building requirement.
Summary of the invention
1. technical problems to be solved by the inivention
In view of the defects existing in the prior art with deficiency, the present invention provides a kind of assembled architecture precast concretes
Composite filled structure, the present invention can mitigate the usage amount of concrete, reduce the discharge amount of carbon dioxide and built using less
Material is built, building foundation cost is greatly saved, ring type filling structural body can be used ball-type, ring-like or gengon, can be adapted for
It is a kind of more green, more scientific construction application material in various forms of architectural constructions.
2. technical solution
In order to achieve the above objectives, technical solution provided by the invention are as follows:
A kind of composite filled structure of assembled architecture precast concrete of the invention, including ring type filling structural body and pre-
Concrete Filled layer processed, the ring type filling structural body are embedded in the inside of precast concrete filled layer, ring type filling structural body by
External shell and internal packing material form, and are evenly distributed with internal packing material, the ring type filling knot inside external shell
The two sides up and down of structure body are respectively arranged with structure reinforcing bars upper net plate and structure reinforcing bars lower net plate, structure reinforcing bars upper net plate and structural steel
It is provided between muscle lower net plate and draws anchor center c-type muscle, the both ends of the drawing anchor center c-type muscle are surfed the Internet with structure reinforcing bars respectively
Piece, structure reinforcing bars lower net plate are fixedly welded, and the middle part of anchor center c-type muscle is drawn to pass through ring type filling structural body, adjacent drawing anchor center C
It is provided between type muscle and draws anchor center annular rib, the drawing anchor center annular rib is set in wrapping around for anchor center c-type muscle of drawing
It sets.
Further, the ring type filling structural body is ball-type, ring-like or gengon.
Further, the drawing anchor center c-type muscle is arranged in the space outside of ring type filling structural body, structure reinforcing bars online
Piece and structure reinforcing bars lower net plate are arranged in parallel.
3. beneficial effect
Using technical solution provided by the invention, compared with prior art, have the following beneficial effects:
By launching and being fixed in structure reinforcing bars system by ring type filling structural body, complete concreting is the present invention
Can, internal packing material can be used recycled material and be made, and environmentally friendly and durable, cost and concrete are not much different, and can recycle again
It utilizes, more meets the idea of development of construction industry green construction, it is anti-that reclaimed rubber, engineering plastics, PVC etc. can be used in external shell
Water material is made, it is ensured that fire-retardant suction that is free and dispersing, avoid lumen loading will not occur for the form of internal packing material
The heat-insulated equal light materials adsorption moisture in casting concrete of sound, reduces heat insulation, destroys concrete pouring quality, ring type filling
The application of structural body can mitigate the usage amount of concrete, reduce the discharge amount of carbon dioxide and use less construction material,
Building foundation cost is greatly saved, also extends the service life of building, achievees the purpose that construction industry sustainability, fills
Ball-type, ring-like or gengon can be used in ring structure body, and flexible and changeable form can be adapted for various forms of architectural constructions
In, it is a kind of more green, more scientific construction application material.
Detailed description of the invention
Fig. 1 is installation effect figure of the invention；
Fig. 2 is annular ring type filling structural body structure chart of the invention；
Fig. 3 is ball-type ring type filling structural body structure chart of the invention；
Fig. 4 is gengon ring type filling structural body structure chart of the invention.
In figure: 1, ring type filling structural body；11, external shell；12, internal packing material；2, precast concrete filled layer；3,
Structure reinforcing bars upper net plate；4, structure reinforcing bars lower net plate；5, anchor center c-type muscle is drawn；6, anchor center annular rib is drawn.
Specific embodiment
The invention will be further described with reference to the accompanying drawings and examples:
Embodiment 1
From Fig. 1-4 as can be seen that a kind of composite filled structure of assembled architecture precast concrete of the present embodiment, packet
Ring type filling structural body 1 and precast concrete filled layer 2 are included, ring type filling structural body 1 is embedded in the interior of precast concrete filled layer 2
Portion, ring type filling structural body 1 are made of external shell 11 and internal packing material 12, are evenly distributed with inside inside external shell 11
Packing material 12 is packaged sizing by 11 pairs of external shell internal packing materials 12, from Fig. 2-4 as can be seen that filling out
Filling ring structure body 1 is ball-type, ring-like or gengon, and the two sides up and down of ring type filling structural body 1 are respectively arranged with structure reinforcing bars online
Piece 3 and structure reinforcing bars lower net plate 4 are provided between structure reinforcing bars upper net plate 3 and structure reinforcing bars lower net plate 4 and draw anchor center c-type muscle
5, it draws the both ends of anchor center c-type muscle 5 to be fixedly welded respectively with structure reinforcing bars upper net plate 3, structure reinforcing bars lower net plate 4, draws anchor center C
Type muscle 5 is arranged in the space outside of ring type filling structural body 1, and structure reinforcing bars upper net plate 3 and structure reinforcing bars lower net plate 4 are parallel to each other and set
It sets, draws the middle part of anchor center c-type muscle 5 to pass through ring type filling structural body 1, be provided with and drawn in anchor between adjacent drawing anchor center c-type muscle 5
Heart annular rib 6 draws anchor center annular rib 6 to wrap around setting in drawing anchor center c-type muscle 5.
The outer dimension of ring type filling structural body 1 can be determined according to the position of application and structure entirety stress, be filled
When ring structure body 1 is annular solid, in application process, using the drawing anchor center c-type muscle 5 and drawing anchor center annular rib of small diameter
6, pass through 1 center hollow out ring of ring type filling structural body in, then equal part binding at supporter, and with structure reinforcing bars system binding and fixing,
When pouring, concrete can be centrally formed X-shaped support anchor point in ring type filling structural body 1, connect 2 liang of precast concrete filled layer
The structure sheaf of side forms honeycomb structure support system, can form the compound prefabricated components of higher-strength.
When ring type filling structural body 1 is using spherical, diameter be less than and be filled thickness degree, center has one closed to run through
Hole, diameter are bent into C-shaped using small straight muscle reinforced steel bar perforation in 6MM or so, application, are fixed on structure reinforcing bars upper net plate 3, structure
On reinforcing bar lower net plate 4, avoids generation entirety when concreting from dissociating, destroy Laminate construction thickness, influence concrete structure entirety
Quality is mainly used in having in the concrete structure required compared with high-mechanic because of spherical stability under loading.
When ring type filling structural body 1 is using gengon, gengon interstitital texture is mainly used in precast wall body and structure is flat vertical
In the lower precast construction of face bearing load, to mitigate precast concrete under the premise of not influencing structural stability certainly
Weight and materials'use amount reduce engineering cost, reach the target of green energy conservation.
The application of ring type filling structural body 1 can mitigate the usage amount of 30% or more concrete, reduce the discharge of carbon dioxide
Less construction material is measured and used, building foundation cost is greatly saved, also extends the service life of building, reaches and build
Build the purpose of industry sustainability, ring type filling structural body 1 can be used ball-type, ring-like or gengon, and flexible and changeable form can be with
Suitable for various forms of architectural constructions, because of the reduction of self weight, the span between column can also be than traditional increase by 20%
~50%, it is a kind of more green, more scientific construction application material.
When construction, ring type filling structural body 1 is launched and is fixed in structure reinforcing bars system, completes concreting, interior
Portion's packing material 12 can be used recycled material and be made, environmentally friendly and durable, and cost and concrete are not much different, and can recycle again sharp
With more meeting the idea of development of construction industry green construction, it is anti-that reclaimed rubber, engineering plastics, PVC etc. can be used in external shell 11
Water material is made, it is ensured that the form of internal packing material 12 will not occur free and disperse, avoid the fire-retardant of lumen loading
The light materials such as sound-absorption and heat-insulation adsorption moisture in casting concrete reduces heat insulation, destroys concrete pouring quality, simultaneously
External shell 11 has certain self-strength, and a kind of reinforcement can also be generated to the stress of component by being filled in precast concrete
Effect.
1 manufacturing process of ring type filling structural body is simple, many kinds of, at low cost, the great popularization and application of creation can be selected in material
Value, effectively change the shape of original filling plastic ball, material unification the problem of, internal packing material 12 uses fire-retardant suction
Sound heat-barrier material substitutes former hollow design, preferably ensures the structural stability of packing material and the overall flame of concrete construction
Sound-absorption and heat-insulation performance, more convenient and economical in practical application, energy-saving and environmental protection, low-carbon meet country and lead to building material material
To requiring.
Schematically the present invention and embodiments thereof are described above, description is not limiting, institute in attached drawing
What is shown is also one of embodiments of the present invention, and actual structure is not limited to this.So if the common skill of this field
Art personnel are enlightened by it, without departing from the spirit of the invention, are not inventively designed and the technical solution
Similar frame mode and embodiment, are within the scope of protection of the invention.
Claims (3)
1. a kind of composite filled structure of assembled architecture precast concrete, including ring type filling structural body (1) and concrete
Native filled layer (2), it is characterised in that: the ring type filling structural body (1) is embedded in the inside of precast concrete filled layer (2),
Ring type filling structural body (1) is made of external shell (11) and internal packing material (12), is uniformly distributed inside external shell (11)
Have internal packing material (12), the two sides up and down of the ring type filling structural body (1) are respectively arranged with structure reinforcing bars upper net plate (3)
With structure reinforcing bars lower net plate (4), it is provided between structure reinforcing bars upper net plate (3) and structure reinforcing bars lower net plate (4) and draws anchor center c-type
Muscle (5), the both ends of the drawing anchor center c-type muscle (5) are solid with structure reinforcing bars upper net plate (3), structure reinforcing bars lower net plate (4) respectively
Fixed welding is drawn the middle part of anchor center c-type muscle (5) to pass through ring type filling structural body (1), is set between adjacent drawing anchor center c-type muscle (5)
It is equipped with and draws anchor center annular rib (6), the drawing anchor center annular rib (6) is set in wrapping around for anchor center c-type muscle (5) of drawing
It sets.
2. a kind of composite filled structure of assembled architecture precast concrete according to claim 1, it is characterised in that:
The ring type filling structural body (1) is ball-type, ring-like or gengon.
3. a kind of composite filled structure of assembled architecture precast concrete according to claim 1, it is characterised in that:
The drawing anchor center c-type muscle (5) is arranged in the space outside of ring type filling structural body (1), structure reinforcing bars upper net plate (3) and structure
Reinforcing bar lower net plate (4) is arranged in parallel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910675833.0A CN110409701B (en) | 2019-07-25 | 2019-07-25 | Prefabricated concrete member composite filling structure of fabricated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910675833.0A CN110409701B (en) | 2019-07-25 | 2019-07-25 | Prefabricated concrete member composite filling structure of fabricated building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110409701A true CN110409701A (en) | 2019-11-05 |
| CN110409701B CN110409701B (en) | 2021-04-13 |
Family
ID=68363109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910675833.0A Active CN110409701B (en) | 2019-07-25 | 2019-07-25 | Prefabricated concrete member composite filling structure of fabricated building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110409701B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1126094A2 (en) * | 2000-02-18 | 2001-08-22 | Sergio Zambelli | Prefabricated concrete panel for industrialized building with high thermal and/or acoustic insulation |
| CN204876313U (en) * | 2015-08-07 | 2015-12-16 | 安徽新华学院 | Take mesh frame clip heart light partition wall board |
| CN205035970U (en) * | 2015-09-30 | 2016-02-17 | 中民筑友有限公司 | Prefabricated orifice plate of loosing core into |
| CN106978877A (en) * | 2017-05-12 | 2017-07-25 | 保定市冀创建筑工程有限公司 | The steel wire net rack composite sand wiched wall board and its construction method of built-in three layers of warming plate |
-
2019
- 2019-07-25 CN CN201910675833.0A patent/CN110409701B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1126094A2 (en) * | 2000-02-18 | 2001-08-22 | Sergio Zambelli | Prefabricated concrete panel for industrialized building with high thermal and/or acoustic insulation |
| CN204876313U (en) * | 2015-08-07 | 2015-12-16 | 安徽新华学院 | Take mesh frame clip heart light partition wall board |
| CN205035970U (en) * | 2015-09-30 | 2016-02-17 | 中民筑友有限公司 | Prefabricated orifice plate of loosing core into |
| CN106978877A (en) * | 2017-05-12 | 2017-07-25 | 保定市冀创建筑工程有限公司 | The steel wire net rack composite sand wiched wall board and its construction method of built-in three layers of warming plate |
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| Publication number | Publication date |
|---|---|
| CN110409701B (en) | 2021-04-13 |
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