CN110387993A - A kind of superimposed sheet, wall combine prefabricated panel component with steel-concrete - Google Patents
A kind of superimposed sheet, wall combine prefabricated panel component with steel-concrete Download PDFInfo
- Publication number
- CN110387993A CN110387993A CN201910674656.4A CN201910674656A CN110387993A CN 110387993 A CN110387993 A CN 110387993A CN 201910674656 A CN201910674656 A CN 201910674656A CN 110387993 A CN110387993 A CN 110387993A
- Authority
- CN
- China
- Prior art keywords
- embedded board
- steel
- concrete
- top plate
- longitudinal reinforcement
- 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.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 27
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 40
- 239000011120 plywood Substances 0.000 claims abstract description 29
- 230000002787 reinforcement Effects 0.000 claims abstract description 23
- 229910000746 Structural steel Inorganic materials 0.000 claims abstract description 22
- 229910052742 iron Inorganic materials 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 238000003466 welding Methods 0.000 claims description 9
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 11
- 230000003014 reinforcing effect Effects 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- 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
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- 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
-
- 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
- E04C2/34—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 composed of two or more spaced sheet-like parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The invention discloses a kind of superimposed sheets, wall combines prefabricated panel component with steel-concrete, belong to technical field of buildings, including lower plywood, structural steel connecting member, top plate, longitudinal reinforcement a is fixedly installed in the lower plywood, the short side direction of longitudinal reinforcement a stretching lower plywood, the long side side of the lower plywood is provided with certain inclination angle, longitudinal reinforcement b is fixedly installed in the top plate, longitudinal reinforcement b does not extend out top plate two sides, the structural steel connecting member is set to top plate, the middle part of lower plywood plane, and the multiple structural steel connecting members of setting spaced apart, the structural steel connecting member includes upper layer embedded board, fashioned iron, lower layer's embedded board；Armored concrete production is respectively adopted in upper and lower laminate, is then welded to connect by steel fastener, and bottom plate is simple for production, easy to industrialized production, efficiency can be improved, reduce work hours, reduce cost of labor, meanwhile the hole between upper and lower laminate is larger, is convenient for crossline and reinforcing bar.
Description
Technical field
The invention belongs to technical field of buildings, and in particular to a kind of superimposed sheet, wall combine prefabricated panel group with steel-concrete
Part.
Background technique
With the development of building industrialization, assembled architecture is because its speed of application is fast, climate conditionality is small, saves labor
The advantages that power, just gradually replaces common building mode in the prior art.Floor used in assembled architecture largely uses
The prefabricated bottom plate with ribbing of the factorial production mutually spliced, and a cast-in-place layer concrete on it.It is strong to reach design to concrete
After degree, a kind of laminated floor slab of two-way reinforcement can be formed.The production of this floor realizes the industrialization of building.
Existing prefabricated bottom plate superimposed sheet with ribbing has the following problems and defect: one, the industrialization degree of bottom plate production
Low, labor intensive is more when making the hole on rib and rib, spends the time long, at high cost, and two, hole is less, smaller on rib, generally
In the case of, pipeline cannot intersect, and smooth vertical and horizontal can only pass through, not only expend pipeline, and have right angle, be not easy to electric wire and pass through.
Summary of the invention
The purpose of the present invention is to provide a kind of superimposed sheet, wall steel-concretes to combine prefabricated panel component, on solving
State the problem of proposing in background technique.
To achieve the above object, the invention provides the following technical scheme: a kind of superimposed sheet, wall are combined in advance with steel-concrete
Bottom deck assembly processed, including lower plywood, structural steel connecting member, top plate are fixedly installed longitudinal reinforcement a in the lower plywood, longitudinal
Reinforcing bar a stretches out the short side direction of lower plywood, and the long side side of the lower plywood is provided with certain inclination angle, consolidates in the top plate
Surely it is provided with longitudinal reinforcement b, longitudinal reinforcement b does not extend out top plate two sides, and the structural steel connecting member is set to top plate, lower plywood
The middle part of plane, and the multiple structural steel connecting members of setting spaced apart, the structural steel connecting member includes upper layer embedded board, type
Steel, lower layer's embedded board, and upper layer embedded board build-in is in top plate, and lower layer's embedded board build-in is in lower plywood, the fashioned iron
Two sides are fixedly connected with upper layer embedded board, lower layer's embedded board by the way that welding manner is vertical respectively, and fashioned iron and lower layer's embedded board it
Between form weld seam.
Preferably, the fashioned iron can planar be staggered anyhow, and "eight" shape setting can also be used.
Preferably, hole is formed between the structural steel connecting member.
Preferably, the upper layer embedded board and dowel are fixedly mounted by welding manner, and lower layer's embedded board passes through with dowel
Welding manner is fixedly mounted.
Preferably, the one side of lower layer's embedded board is concordant with the side of lower plywood, and there are two another side is fixedly connected
It is symmetrical arranged dowel, the dowel is bent after crossing longitudinal reinforcement a, the one side of the upper layer embedded board and the side of top plate
Concordantly, and another side is fixedly connected there are two symmetrically arranged dowel, and the dowel is bent after crossing longitudinal reinforcement b.
Preferably, the fashioned iron can be the structures such as steel plate, round steel pipe, square steel tube, cross plate.
Compared with prior art, the beneficial effects of the present invention are:
The superimposed sheet, wall combine prefabricated panel component with steel-concrete, and armored concrete system is respectively adopted in upper and lower laminate
Make, then by steel fastener welded connecting, bottom plate is simple for production, easy to industrialized production, can be improved efficiency, reduce work hours,
Cost of labor is reduced, meanwhile, the hole between upper and lower laminate is larger, is convenient for crossline and reinforcing bar.
Detailed description of the invention
The following further describes the present invention with reference to the drawings.
Fig. 1 is the structural schematic diagram of steel-concrete combination prefabricated panel component.
Fig. 2 is the main view of steel-concrete combination prefabricated panel component.
Fig. 3 is the left view of steel-concrete combination prefabricated panel component.
Fig. 4 is the cut-away illustration of steel-concrete combination prefabricated panel component.
Way schematic diagram when Fig. 5 is upper layer embedded board setting dowel.
Fig. 6 is that upper layer embedded board is not provided with way schematic diagram when dowel.
Fig. 7 is the perpendicular schematic diagram that is staggered of structural steel connecting member.
Fig. 8 is structural steel connecting member "eight" shape setting schematic diagram.
In figure: 1, lower plywood；2, structural steel connecting member；3, top plate；4, longitudinal reinforcement a；5, upper layer embedded board；6, fashioned iron；
7, lower layer's embedded board；8, weld seam；9, longitudinal reinforcement b；10, dowel.
Specific embodiment
Below with reference to embodiment, the present invention will be further described.
The following examples are intended to illustrate the invention, but cannot be used to limit the scope of the invention.Item in embodiment
Part can be adjusted according to actual conditions are further, under concept thereof of the invention all to method simple modifications of the invention
Belong to the scope of protection of present invention.
Please referring to Fig. 1-3, the present invention provides, and a kind of superimposed sheet, wall combine prefabricated panel component with steel-concrete, including
Lower plywood 1, structural steel connecting member 2, top plate 3, longitudinal reinforcement a4 is fixedly installed in lower plywood 1, and longitudinal reinforcement a4 stretches out lower layer
The short side direction of plate 1, the long side side of lower plywood 1 are provided with certain inclination angle, are fixedly installed longitudinal reinforcement in top plate 3
B9, longitudinal reinforcement b9 do not extend out 3 two sides of top plate, and structural steel connecting member 2 is set to the middle part of top plate 3,1 plane of lower plywood, and
The multiple structural steel connecting members 2 of setting spaced apart, structural steel connecting member 2 include upper layer embedded board 5, fashioned iron 6, lower layer's embedded board 7,
And embedded board 5 build-in in upper layer is in top plate 3, and 7 build-in of lower layer's embedded board is in lower plywood 1,6 two sides of fashioned iron respectively with upper layer
Embedded board 5, lower layer's embedded board 7 are vertically fixedly connected by welding manner, and form weld seam between fashioned iron 6 and lower layer's embedded board 7
8。
In above scheme, the long side side by the way that lower plywood 1 is arranged is provided with certain inclination angle, is convenient for adjacent bottom plates component
Armored concrete production is respectively adopted in splicing, upper and lower laminate 1, then by steel fastener welded connecting, bottom plate is simple for production,
It is easy to industrialized production, efficiency can be improved, reduce work hours, reduce cost of labor, meanwhile, the hole between upper and lower laminate 1 is larger,
Convenient for crossline and reinforcing bar.
Specifically, fashioned iron 6 can planar be staggered anyhow, "eight" shape setting can also be used.
Specifically, forming hole between structural steel connecting member 2；Hole can be passed through for reinforcing bar or conduit.
Specifically, upper layer embedded board 5 and dowel 10 are fixedly mounted by welding manner, lower layer's embedded board 7 and dowel 10 are logical
Cross welding manner fixed installation.
Specifically, the one side of lower layer's embedded board 7 is concordant with the side of lower plywood 1, and another side is fixedly connected with that there are two right
Claim setting dowel 10, dowel 10 is bent after crossing longitudinal reinforcement a4, and the one side of upper layer embedded board 5 and the side of top plate 3 are flat
Together, and another side is fixedly connected there are two symmetrically arranged dowel 10, and dowel 10 is bent after crossing longitudinal reinforcement b9.
Specifically, fashioned iron 6 can be the structures such as steel plate, round steel pipe, square steel tube, cross plate.
The working principle of the invention and process for using: factory will first be fixedly connected with the upper layer embedded board of dowel 10 when making
5 side is directly fixedly connected with fashioned iron 6, and then upper layer embedded board 5 is placed in inside top plate 3, and pours top plate 3
Concrete to realize the build-in of upper layer embedded board 5, while, directly the lower layer's embedded board 7 for being fixedly connected with dowel 10 is placed
In lower plywood 1, and the concrete of lower plywood 1 is poured, to realize the build-in of lower layer's embedded board 7, to top plate 3, lower plywood 1
After concrete reaches some strength, the lower end of fashioned iron 6 is fixedly connected with lower layer embedded board 7 by weld seam 8, formed it is whole by
The steel-concrete of power combines prefabricated panel component.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (6)
1. a kind of superimposed sheet, wall with steel-concrete combine prefabricated panel component, including lower plywood (1), structural steel connecting member (2), on
Laminate (3), it is characterised in that: be fixedly installed longitudinal reinforcement a (4) in the lower plywood (1), longitudinal reinforcement a (4) stretches out lower layer
The short side direction of plate (1), the long side side of the lower plywood (1) are provided with certain inclination angle, and fixation is set in the top plate (3)
It is equipped with longitudinal reinforcement b (9), longitudinal reinforcement b (9) does not extend out top plate (3) two sides, and the structural steel connecting member (2) is set to upper layer
The middle part of plate (3), lower plywood (1) plane, and the multiple structural steel connecting members (2) of setting spaced apart, the structural steel connecting member
It (2) include upper layer embedded board (5), fashioned iron (6), lower layer's embedded board (7), and upper layer embedded board (5) build-in in top plate (3),
And lower layer's embedded board (7) build-in, in lower plywood (1), fashioned iron (6) two sides are pre-buried with upper layer embedded board (5), lower layer respectively
Plate (7) is vertically fixedly connected by welding manner, and forms weld seam (8) between fashioned iron (6) and lower layer's embedded board (7).
2. superimposed sheet according to claim 1, wall combine prefabricated panel component with steel-concrete, it is characterised in that: described
Fashioned iron (6) can planar be staggered anyhow, and "eight" shape setting can also be used.
3. superimposed sheet according to claim 1, wall combine prefabricated panel component with steel-concrete, it is characterised in that: described
Structural steel connecting member forms hole between (2).
4. superimposed sheet according to claim 1, wall combine prefabricated panel component with steel-concrete, it is characterised in that: described
Upper layer embedded board (5) and dowel (10) are fixedly mounted by welding manner, and lower layer's embedded board (7) and dowel (10) pass through welding side
Formula is fixedly mounted.
5. superimposed sheet according to claim 1, wall combine prefabricated panel component with steel-concrete, it is characterised in that: described
The one side of lower layer's embedded board (7) is concordant with the side of lower plywood (1), and another side be fixedly connected there are two be symmetrical arranged dowel
(10), the dowel (10) is bent afterwards crossing longitudinal reinforcement a (4), one side and top plate (3) of the upper layer embedded board (5)
Side it is concordant, and another side is fixedly connected there are two symmetrically arranged dowel (10), and the dowel (10) is crossing longitudinal steel
Muscle b (9) is bent afterwards.
6. superimposed sheet according to claim 1, wall combine prefabricated panel component with steel-concrete, it is characterised in that: described
Fashioned iron (6) can be the structures such as steel plate, round steel pipe, square steel tube, cross plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910674656.4A CN110387993A (en) | 2019-07-25 | 2019-07-25 | A kind of superimposed sheet, wall combine prefabricated panel component with steel-concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910674656.4A CN110387993A (en) | 2019-07-25 | 2019-07-25 | A kind of superimposed sheet, wall combine prefabricated panel component with steel-concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110387993A true CN110387993A (en) | 2019-10-29 |
Family
ID=68287179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910674656.4A Pending CN110387993A (en) | 2019-07-25 | 2019-07-25 | A kind of superimposed sheet, wall combine prefabricated panel component with steel-concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110387993A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060055289A (en) * | 2004-11-18 | 2006-05-23 | 주식회사 동양피에스씨 | Precast prestressed reinforced concrete bottom plate, bridge having the same, and construction method for the bridge |
| CN101769030A (en) * | 2009-12-24 | 2010-07-07 | 湖南大学 | Prefabricated concrete bottom plate with steel ribs |
| CN206174120U (en) * | 2016-09-14 | 2017-05-17 | 中建三局第三建设工程有限责任公司 | Prefabricated constructional column and structure thereof |
| CN106703269A (en) * | 2016-12-30 | 2017-05-24 | 山东省建筑科学研究院 | Prestressed concrete superimposed sheet with steel trusses and manufacturing method |
| CN206457972U (en) * | 2017-02-21 | 2017-09-01 | 哈尔滨达城绿色建筑技术开发股份有限公司 | Glomeration Building assembling formula post-tensioned prestressed reinforcement concrete bidirectional laminated slab |
| CN107327063A (en) * | 2017-08-28 | 2017-11-07 | 马鞍山华亿工程技术有限公司 | A kind of prefabricated underplate concrete superimposed sheet with ribbing |
| CN211523704U (en) * | 2019-07-25 | 2020-09-18 | 兰州大学 | Steel-concrete combined prefabricated bottom plate assembly for laminated slab and wall |
-
2019
- 2019-07-25 CN CN201910674656.4A patent/CN110387993A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060055289A (en) * | 2004-11-18 | 2006-05-23 | 주식회사 동양피에스씨 | Precast prestressed reinforced concrete bottom plate, bridge having the same, and construction method for the bridge |
| CN101769030A (en) * | 2009-12-24 | 2010-07-07 | 湖南大学 | Prefabricated concrete bottom plate with steel ribs |
| CN206174120U (en) * | 2016-09-14 | 2017-05-17 | 中建三局第三建设工程有限责任公司 | Prefabricated constructional column and structure thereof |
| CN106703269A (en) * | 2016-12-30 | 2017-05-24 | 山东省建筑科学研究院 | Prestressed concrete superimposed sheet with steel trusses and manufacturing method |
| CN206457972U (en) * | 2017-02-21 | 2017-09-01 | 哈尔滨达城绿色建筑技术开发股份有限公司 | Glomeration Building assembling formula post-tensioned prestressed reinforcement concrete bidirectional laminated slab |
| CN107327063A (en) * | 2017-08-28 | 2017-11-07 | 马鞍山华亿工程技术有限公司 | A kind of prefabricated underplate concrete superimposed sheet with ribbing |
| CN211523704U (en) * | 2019-07-25 | 2020-09-18 | 兰州大学 | Steel-concrete combined prefabricated bottom plate assembly for laminated slab and wall |
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