CN108590026A - It is a kind of for " people " font armored concrete prefabricated panel of laminated floor slab and its superimposed sheet of making - Google Patents
It is a kind of for " people " font armored concrete prefabricated panel of laminated floor slab and its superimposed sheet of making Download PDFInfo
- Publication number
- CN108590026A CN108590026A CN201810341051.9A CN201810341051A CN108590026A CN 108590026 A CN108590026 A CN 108590026A CN 201810341051 A CN201810341051 A CN 201810341051A CN 108590026 A CN108590026 A CN 108590026A
- Authority
- CN
- China
- Prior art keywords
- prefabricated panel
- concrete
- font
- floor slab
- people
- 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.)
- Granted
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 72
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 238000010276 construction Methods 0.000 claims abstract description 13
- 230000002787 reinforcement Effects 0.000 claims description 13
- 230000008929 regeneration Effects 0.000 claims description 3
- 238000011069 regeneration method Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 210000002435 tendon Anatomy 0.000 claims 1
- 230000002457 bidirectional effect Effects 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 abstract description 3
- 230000015572 biosynthetic process Effects 0.000 abstract description 2
- 238000005266 casting Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000011513 prestressed concrete 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
- E04C2/30—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
- E04C2/02—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
- E04C2/044—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 of concrete
-
- 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
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/50—Self-supporting slabs specially adapted for making floors ceilings, or roofs, e.g. able to be loaded
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of for " people " font armored concrete prefabricated panel of laminated floor slab and its superimposed sheet of making, prefabricated panel include prefabricated panel concrete, prefabricated panel longitudinal prestressing reinforcing bar, prefabricated panel transverse direction reserved steel bar and prefabricated panel piece distributing bar skeleton.Overall construction of the present invention is simple, it is beautiful, stress performance is good, overlapping layers mixed mud is poured with after to be firmly bonded, the hole die-filling complicated technology with form removal when having saved hole-opening casting concrete rib on existing Ribbed Bar concrete prefabricated base plate and strip rib concrete prefabricated base plate rib, it does not need scene and wears reinforcing bar yet, simultaneously without redesigning piece type of attachment, construction is simple saves construction time, construction efficiency height, prefabricated rate height, and the laminated floor slab good integrity of overlapping layers mixed mud formation is thus poured after prefabricated panel, anti-seismic performance is good, can bear bidirectional load.
Description
Technical field
The present invention relates to a kind of for " people " font armored concrete prefabricated panel of laminated floor slab and its overlapping of making
Plate belongs to the realm of building construction.
Background technology
The floor spiced by steel reinforced concrete used at present can bear bidirectional load, good integrity, and low cost, lift,
Transport is easy.Floor spiced precast member for reinforcing bar concrete usually uses Prefabricated component board of ribbed reinforced concrete, Publication No.
The patent of CN2719968Y discloses a kind of prestressed concrete precast member board with ribbing, Publication No. CN104074310 A's
Patent discloses precast member for reinforcing bar concrete.Both sides are provided with hole under this Ribbed Bar concrete prefabricated element longitudinal rib,
When floor spiced, reinforcing bar is passed through to the hole of both sides under prefabricated components longitudinal rib, connects polylith reinforced concrete prefabricated structural board,
Make the crisscross layout of reinforcing bar, concrete is loaded in the slot that prefabricated components are formed, forms floor spiced, the overlapping being consequently formed
Floor has many advantages, such as good integrity, low cost.But the making of this precast member board with ribbing is very cumbersome, mainly due to two
Side is provided with hole, and both sides hole when pouring of longitudinal rib needs die-filling, complex procedures, and the module form removal in aperture is difficult, and floor is spelled
Scene is needed to wear reinforcing bar when dress, while edge joint position still needs to carry out Construction treatment, setting piece connects reinforcing bar, when increasing construction
Between, difficulty of construction and working procedure, low construction efficiency.
Invention content
In order to solve the above problem existing for the armored concrete prefabricated panel of superposed floor, the present invention provides one kind
For " people " font armored concrete prefabricated panel of laminated floor slab and its superimposed sheet of making.
The technical scheme is that：A kind of " people " font armored concrete prefabricated panel for laminated floor slab, including
Prefabricated panel concrete 1, prefabricated panel longitudinal prestressing reinforcing bar 2, prefabricated panel transverse direction reserved steel bar 3 and prefabricated panel piece structure
Make framework of steel reinforcement 4；Wherein the section of prefabricated panel concrete 1 is " people " font, and 1 both ends of prefabricated panel concrete are respectively provided with one
Root longitudinal beam, prefabricated panel concrete 1 is interior to be equipped with the prefabricated panel longitudinal prestressing reinforcing bar 2 stretched out and the prefabricated panel of stretching cross
To reserved steel bar 3.
The prefabricated panel longitudinal prestressing reinforcing bar 2 can replace with nonprestressed reinforcement.
A kind of superimposed sheet made of " people " font armored concrete prefabricated panel for laminated floor slab, will be used to fold
" people " font armored concrete prefabricated panel of conjunction floor pours overlapping layer concrete 5 and forms laminated floor slab after passing through.
The overlapping layer concrete 5 is normal concrete, lightweight aggregate concrete or regeneration concrete.
More than one " people " font armored concrete prefabricated panel for laminated floor slab is equipped in the laminated floor slab.
When the superimposed sheet is equipped with multiple " people " font armored concrete prefabricated panels for laminated floor slab, prefabricated panel
Edge joint position is total using the prefabricated panel transverse direction reserved steel bar 3 stretched out in prefabricated panel piece distributing bar skeleton 4 and prefabricated panel
Reinforcing bar is connected with edge joint position is constituted.
The prefabricated panel piece distributing bar skeleton 4 is by two Reinforcements are with more groove profile bar connectings
At.
Two Reinforcements and more groove profile reinforcement weldings.
The beneficial effects of the invention are as follows：The section of prefabricated panel of the present invention is " people " font, the prefabricated bottom of this section form
Plate upper surface is concave-convex orderly, collectively forms prefabricated panel upper surface with lateral reserved steel bar, and prefabricated panel concrete both ends are each
Equipped with a girder；Prefabricated panel transverse direction reserved steel bar is laid before pouring prefabricated panel, and prefabricated panel is not necessarily to reserving hole,
Reinforcing bar is worn without scene；Edge joint position prefabricated panel transverse direction reserved steel bar overlaps, and so that the arrangement of reinforcement of edge joint position is encrypted, and and prefabricated panel
Piece distributing bar skeleton collectively forms edge joint position connection reinforcing bar.Therefore, the prefabricated panel overall construction is simple, beautiful, stress
Performance is good, and overlapping layers mixed mud is poured with after and is firmly bonded, and has saved existing Ribbed Bar concrete prefabricated base plate and strip rib coagulation
The hole die-filling complicated technology with form removal when hole-opening casting concrete rib, does not need scene yet and wears steel on native prefabricated panel rib
Muscle, while without redesigning piece type of attachment, construction is simple, the saving construction time, construction efficiency is high, prefabricated rate is high, and by
The laminated floor slab good integrity of overlapping layers mixed mud formation is poured after this prefabricated panel, anti-seismic performance is good, can bear bidirectional load.
Description of the drawings
Fig. 1 is for laminated floor slab " people " font armored concrete prefabricated panel schematic diagram；
Fig. 2 is for laminated floor slab " people " font armored concrete prefabricated panel detail structure schematic diagram；
Fig. 3 is for laminated floor slab " people " font armored concrete prefabricated panel piece distributing bar skeleton schematic diagram；
Fig. 4 is multiple " people " font armored concrete prefabricated panel assembly schematic diagrames；
Fig. 5 is for laminated floor slab " people " font armored concrete prefabricated panel lower surface schematic diagram；
Fig. 6 is assembled by multiple " people " font armored concrete prefabricated panels and pours the bidirectional stress that overlapping layer concrete is formed
Laminated floor slab schematic diagram；
Each label in figure：1- prefabricated panel concrete；2- prefabricated panel longitudinal prestressing reinforcing bars；3- prefabricated panels laterally reserve steel
Muscle；4- prefabricated panel piece distributing bar skeletons；5- overlaps layer concrete.
Specific implementation mode
With reference to the accompanying drawings and examples, the invention will be further described, but present disclosure be not limited to it is described
Range.
Embodiment 1：As shown in figs 1 to 6, a kind of " people " font armored concrete prefabricated panel for laminated floor slab, packet
Include prefabricated panel concrete 1, prefabricated panel longitudinal prestressing reinforcing bar 2, prefabricated panel transverse direction reserved steel bar 3 and prefabricated panel piece
Distributing bar skeleton 4；Wherein the section of prefabricated panel concrete 1 is " people " font, and 1 both ends of prefabricated panel concrete are respectively provided with
A piece longitudinal beam, prefabricated panel concrete 1 is interior to be equipped with the prefabricated panel longitudinal prestressing reinforcing bar 2 stretched out and the prefabricated panel of stretching
Lateral reserved steel bar 3（Prefabricated panel longitudinal prestressing reinforcing bar 2, prefabricated panel transverse direction reserved steel bar 3 are pouring prefabricated panel coagulation
It is laid before soil）.
It is equipped with flooring ornament it is possible to further which 1 lower surface of prefabricated panel concrete is arranged.
A kind of superimposed sheet made of " people " font armored concrete prefabricated panel for laminated floor slab, will be used to fold
" people " font armored concrete prefabricated panel of conjunction floor pours overlapping layer concrete 5 and forms laminated floor slab after passing through.
It is normal concrete it is possible to further which the overlapping layer concrete 5 is arranged.
It is possible to further be arranged set in the laminated floor slab there are one be used for laminated floor slab " people " font reinforced concrete
Native prefabricated panel.
Embodiment 2：It is substantially the same manner as Example 1, the difference is that：
The prefabricated panel longitudinal prestressing reinforcing bar 2 replaces with nonprestressed reinforcement.
The overlapping layer concrete 5 is lightweight aggregate concrete, and 5 are equipped in the laminated floor slab for laminated floor slab
" people " font armored concrete prefabricated panel.As shown in fig. 6, multiple " people " font armored concrete prefabricated panels are assembled and pour
Overlap the laminated floor slab that layer concrete 5 forms bidirectional stress.
It is pre- equipped with multiple " people " font armored concrete for laminated floor slab it is possible to further which the superimposed sheet is arranged
When bottom plate processed, prefabricated panel edge joint position is using the prefabricated bottom stretched out in prefabricated panel piece distributing bar skeleton 4 and prefabricated panel
Plate transverse direction reserved steel bar 3 collectively forms edge joint position connection reinforcing bar.
It is possible to further be arranged the prefabricated panel piece distributing bar skeleton 4 by two Reinforcements with
More groove profile reinforcing bars are formed by connecting（Prefabricated panel piece distributing bar skeleton 4 is to be prefabricated in the factory in advance）.
It is possible to further which two Reinforcements and more groove profile reinforcement weldings is arranged.
Embodiment 3：It is substantially the same manner as Example 1, the difference is that：The overlapping layer concrete 5 is regeneration coagulation
Soil.
The specific implementation mode of the present invention is explained in detail above in conjunction with attached drawing, but the present invention is not limited to above-mentioned
Embodiment within the knowledge of a person skilled in the art can also be before not departing from present inventive concept
Put that various changes can be made.
Claims (8)
1. a kind of " people " font armored concrete prefabricated panel for laminated floor slab, it is characterised in that：It is mixed including prefabricated panel
Solidifying soil（1）, prefabricated panel longitudinal prestressing reinforcing bar（2）, prefabricated panel transverse direction reserved steel bar（3）With prefabricated panel piece construction steel
Tendons skeleton（4）；Wherein prefabricated panel concrete（1）Section be " people " font, and prefabricated panel concrete（1）Both ends are respectively provided with
A piece longitudinal beam, prefabricated panel concrete（1）It is interior to be equipped with the prefabricated panel longitudinal prestressing reinforcing bar stretched out（2）It is prefabricated with stretching
Bottom plate transverse direction reserved steel bar（3）.
2. " people " font armored concrete prefabricated panel according to claim 1 for laminated floor slab, it is characterised in that：
The prefabricated panel longitudinal prestressing reinforcing bar（2）Nonprestressed reinforcement can be replaced with.
3. a kind of prefabricated bottom of " people " font armored concrete for laminated floor slab using described in any one of claim 1-2
The superimposed sheet that plate makes, it is characterised in that：It is poured after passing through for " people " font armored concrete prefabricated panel of laminated floor slab
Overlap layer concrete（5）Form laminated floor slab.
4. superimposed sheet according to claim 3, it is characterised in that：The overlapping layer concrete（5）For normal concrete, gently
Aggregate concrete or regeneration concrete.
5. superimposed sheet according to claim 3, it is characterised in that：It is equipped in the laminated floor slab more than one for folding
Close " people " font armored concrete prefabricated panel of floor.
6. superimposed sheet according to claim 5, it is characterised in that：The superimposed sheet is equipped with multiple for laminated floor slab
When " people " font armored concrete prefabricated panel, prefabricated panel edge joint position uses prefabricated panel piece distributing bar skeleton（4）With
The prefabricated panel transverse direction reserved steel bar stretched out in prefabricated panel（3）Collectively form edge joint position connection reinforcing bar.
7. superimposed sheet according to claim 6, it is characterised in that：The prefabricated panel piece distributing bar skeleton（4）It is logical
Two Reinforcements are crossed to be formed by connecting with more groove profile reinforcing bars.
8. superimposed sheet according to claim 7, it is characterised in that：Two Reinforcements and more groove profile reinforcing bars
Welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810341051.9A CN108590026B (en) | 2018-04-17 | 2018-04-17 | Inverted V-shaped reinforced concrete prefabricated bottom plate for laminated floor slab and laminated slab manufactured by same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810341051.9A CN108590026B (en) | 2018-04-17 | 2018-04-17 | Inverted V-shaped reinforced concrete prefabricated bottom plate for laminated floor slab and laminated slab manufactured by same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108590026A true CN108590026A (en) | 2018-09-28 |
| CN108590026B CN108590026B (en) | 2021-04-09 |
Family
ID=63622758
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810341051.9A Active CN108590026B (en) | 2018-04-17 | 2018-04-17 | Inverted V-shaped reinforced concrete prefabricated bottom plate for laminated floor slab and laminated slab manufactured by same |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108590026B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112878564A (en) * | 2021-04-09 | 2021-06-01 | 颜杰 | High-strength concrete prefabricated composite floor slab |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DD215818A1 (en) * | 1983-06-06 | 1984-11-21 | Ver Betonwerke Mittweida Veb | METHOD FOR PRODUCING FINISHED COMPOSITE RIP CEILINGS |
| CN201521048U (en) * | 2009-04-24 | 2010-07-07 | 湖南高岭建设集团股份有限公司 | Reinforced concrete prefabricated part plate with rib |
| CN102409787A (en) * | 2011-09-02 | 2012-04-11 | 吴方伯 | Reinforced concrete overlapped floor slab |
| CN103031917A (en) * | 2012-12-31 | 2013-04-10 | 清华大学建筑设计研究院有限公司 | Reinforced concrete prefabricated laminated slab with truss rib |
-
2018
- 2018-04-17 CN CN201810341051.9A patent/CN108590026B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DD215818A1 (en) * | 1983-06-06 | 1984-11-21 | Ver Betonwerke Mittweida Veb | METHOD FOR PRODUCING FINISHED COMPOSITE RIP CEILINGS |
| CN201521048U (en) * | 2009-04-24 | 2010-07-07 | 湖南高岭建设集团股份有限公司 | Reinforced concrete prefabricated part plate with rib |
| CN102409787A (en) * | 2011-09-02 | 2012-04-11 | 吴方伯 | Reinforced concrete overlapped floor slab |
| CN103031917A (en) * | 2012-12-31 | 2013-04-10 | 清华大学建筑设计研究院有限公司 | Reinforced concrete prefabricated laminated slab with truss rib |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112878564A (en) * | 2021-04-09 | 2021-06-01 | 颜杰 | High-strength concrete prefabricated composite floor slab |
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| Publication number | Publication date |
|---|---|
| CN108590026B (en) | 2021-04-09 |
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