CN108590006A - A kind of double-T shaped armored concrete prefabricated panel and its superimposed sheet of making - Google Patents
A kind of double-T shaped armored concrete prefabricated panel and its superimposed sheet of making Download PDFInfo
- Publication number
- CN108590006A CN108590006A CN201810341013.3A CN201810341013A CN108590006A CN 108590006 A CN108590006 A CN 108590006A CN 201810341013 A CN201810341013 A CN 201810341013A CN 108590006 A CN108590006 A CN 108590006A
- Authority
- CN
- China
- Prior art keywords
- prefabricated panel
- concrete
- reinforcing bar
- prefabricated
- double
- 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 73
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 43
- 230000002787 reinforcement Effects 0.000 claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 210000003205 muscle Anatomy 0.000 claims description 4
- 230000008929 regeneration Effects 0.000 claims description 3
- 238000011069 regeneration method Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 8
- 238000009415 formwork Methods 0.000 abstract description 4
- 238000005336 cracking Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 9
- 238000010586 diagram Methods 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 5
- 230000002457 bidirectional effect Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
Abstract
The invention discloses a kind of double-T shaped armored concrete prefabricated panel and its superimposed sheet of making, prefabricated panel includes prefabricated panel concrete, prefabricated panel bottom rib, prefabricated panel bottom rib longitudinal prestressing reinforcing bar, transverse structure reinforcing bar in Reinforcement and prefabricated panel in prefabricated panel.The present invention is not necessarily to apertured hole, without wearing reinforcing bar, and prefabricated panel longitudinal structure reinforcing bar is in edge joint position encryption connection.Therefore, the prefabricated panel entirety reasonable stress, initial stiffness is big, high capacity, reserving hole formwork and the cumbersome manufacture craft of hole form removal on existing Ribbed Bar concrete prefabricated base plate and strip rib concrete prefabricated base plate rib are saved simultaneously, the technique that reinforcing bar is worn in construction site has been saved, the technique for also having saved arrangement piece cracking resistance reinforcing bar and other processing piece distributing bars, formwork simplicity, it makes and working procedure is simple, difficulty of construction is low, saves the construction time, and construction efficiency is high.
Description
Technical field
The present invention relates to a kind of double-T shaped armored concrete prefabricated panel and its superimposed sheets of making, belong to building structure skill
Art field.
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 pouring for hole longitudinal rib and needs to fill side form in the both sides of longitudinal rib, and both sides hole also needs die-filling, complex procedures, and hole
The module form removal of mouth is difficult, increases construction time and difficulty of construction, 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
Double-T shaped armored concrete prefabricated panel and its superimposed sheet of making.
The technical scheme is that：A kind of double-T shaped armored concrete prefabricated panel, including it is prefabricated panel concrete 1, pre-
It is bottom plate bottom processed rib 2, prefabricated panel bottom rib longitudinal prestressing reinforcing bar 3, horizontal in Reinforcement 4 and prefabricated panel in prefabricated panel
To distributing bar 5；
Longitudinal prestressing reinforcing bar 3 is equipped in prefabricated panel bottom rib 2, rib 2 top in prefabricated panel bottom pours prefabricated panel coagulation
Soil 1, prefabricated panel concrete 1 is interior to be equipped with the Reinforcement 4 stretched out and the transverse structure reinforcing bar 5 not extended out, and two prefabricated
Bottom plate bottom rib 2 forms double-T shaped armored concrete prefabricated panel with the prefabricated panel concrete 1 that top pours.
Rib 2 both ends in the prefabricated panel bottom do not flush with 1 both ends of prefabricated panel concrete.
A kind of superimposed sheet made of double-T shaped armored concrete prefabricated panel, by prefabricated panel surface lateral connection steel
Muscle 6 is placed directly on the artificial rough surface of prefabricated panel concrete 1, by prefabricated panel longitudinal structure reinforcing bar 7 and prefabricated panel
6 crisscross layout of surface lateral connection reinforcing bar, connection form piece bar-mat reinforcement, on prefabricated panel surface lateral connection reinforcing bar 6,
Overlapping layers concrete eight is poured after on prefabricated panel longitudinal structure reinforcing bar 7 forms superimposed sheet.
The overlapping layers concrete eight is normal concrete, lightweight aggregate concrete or regeneration concrete.
More than one double-T shaped armored concrete prefabricated panel is equipped in the laminated floor slab.
When the superimposed sheet is equipped with multiple double-T shaped armored concrete prefabricated panels, it is in the prefabricated of prefabricated panel edge joint position
Bottom plate longitudinal structure reinforcing bar 7 uses Encryption Design.
The beneficial effects of the invention are as follows：The present invention is not necessarily to apertured hole, without wearing reinforcing bar, and prefabricated panel longitudinal structure reinforcing bar exists
Edge joint position encryption connection.Therefore, the prefabricated panel entirety reasonable stress, initial stiffness is big, high capacity, while having saved existing band
Reserving hole formwork and the cumbersome system of hole form removal on rib reinforcement concrete prefabricated base plate and strip rib concrete prefabricated base plate rib
Make technique, saved the technique that reinforcing bar is worn in construction site, also saves arrangement piece cracking resistance reinforcing bar and other processing piece distributing bars
Technique, formwork is easy, makes and working procedure is simple, and difficulty of construction is low, saves the construction time, and construction efficiency is high.
Description of the drawings
Fig. 1 is double-T shaped armored concrete prefabricated panel schematic diagram；
Fig. 2 is double-T shaped armored concrete prefabricated panel detail structure schematic diagram；
Fig. 3 is double-T shaped armored concrete prefabricated panel bottom rib schematic diagram；
Fig. 4 is single T-steel reinforced concrete prefabricated panel schematic diagram；
Fig. 5 is assembled by multiple double-T shaped armored concrete prefabricated panels and pours the bidirectional stress that overlapping layer concrete is formed and fold
Close floor schematic diagram；
Each label in figure：1- prefabricated panel concrete；2- prefabricated panels bottom rib；3- prefabricated panels bottom rib longitudinal prestressing reinforcing bar；
Reinforcement in 4- prefabricated panels；Transverse structure reinforcing bar in 5- prefabricated panels；6- prefabricated panels surface lateral connection reinforcing bar；
7- prefabricated panel longitudinal structure reinforcing bars；8- 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 Figure 1-Figure 5, a kind of double-T shaped armored concrete prefabricated panel, including prefabricated panel concrete
1, prefabricated panel bottom rib 2, prefabricated panel bottom rib longitudinal prestressing reinforcing bar 3, Reinforcement 4 and prefabricated panel in prefabricated panel
Interior transverse structure reinforcing bar 5；Longitudinal prestressing reinforcing bar 3 is equipped in prefabricated panel bottom rib 2, rib 2 top in prefabricated panel bottom pours
Prefabricated panel concrete 1, prefabricated panel concrete 1 is interior to be equipped with the Reinforcement 4 stretched out and the transverse structure steel not extended out
Muscle 5, two prefabricated panel bottom ribs 2 form double-T shaped armored concrete prefabricated panel with the prefabricated panel concrete 1 that top pours.
It is not flushed with 1 both ends of prefabricated panel concrete it is possible to further which 2 both ends of prefabricated panel bottom rib are arranged
（As shown in Figure 3）.
Further, prefabricated panel concrete 1 also may make up single T-type prefabricated panel with prefabricated panel bottom rib 2, such as Fig. 4 institutes
Show, single T-steel reinforced concrete prefabricated panel schematic diagram.
A kind of superimposed sheet made of double-T shaped armored concrete prefabricated panel, by prefabricated panel surface lateral connection steel
Muscle 6 is placed directly on the artificial rough surface of prefabricated panel concrete 1, without perforation；By prefabricated panel longitudinal structure reinforcing bar 7 with
6 crisscross layout of prefabricated panel surface lateral connection reinforcing bar, connection form piece bar-mat reinforcement, laterally connect on prefabricated panel surface
Connect reinforcing bar 6, on prefabricated panel longitudinal structure reinforcing bar 7 after pour overlapping layers concrete eight and form superimposed sheet.
It is normal concrete it is possible to further which the overlapping layers concrete eight is arranged.
It is set there are one double-T shaped armored concrete prefabricated panel it is possible to further be arranged in the laminated floor slab.
Embodiment 2：It is substantially the same manner as Example 1, the difference is that：The overlapping layers concrete eight is mixed for lightweight aggregate
Solidifying soil, the laminated floor slab is interior to be equipped with 3 double-T shaped armored concrete prefabricated panels（It is poured after multiple prefabricated panels as shown in Figure 5 folded
Close the laminated floor slab that layer concrete 8 forms bidirectional stress）.
When it is possible to further which the superimposed sheet is arranged equipped with multiple double-T shaped armored concrete prefabricated panels, it is in prefabricated
The prefabricated panel longitudinal structure reinforcing bar 7 of bottom plate edge joint position uses Encryption Design（As shown in figure 5, edge joint position prefabricated panel longitudinal direction structure
The quantity for making the use of reinforcing bar 7 is more than other places）.
Embodiment 3：It is substantially the same manner as Example 1, the difference is that：The overlapping layers concrete eight 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 (6)
1. a kind of double-T shaped armored concrete prefabricated panel, it is characterised in that：Including prefabricated panel concrete（1）, prefabricated panel bottom
Rib（2）, prefabricated panel bottom rib longitudinal prestressing reinforcing bar（3）, Reinforcement in prefabricated panel（4）With transverse direction in prefabricated panel
Distributing bar（5）；
Prefabricated panel bottom rib（2）It is interior to be equipped with longitudinal prestressing reinforcing bar（3）, prefabricated panel bottom rib（2）Top pours prefabricated bottom
Board concrete（1）, prefabricated panel concrete（1）It is interior to be equipped with the Reinforcement stretched out（4）With the transverse structure steel not extended out
Muscle（5）, two prefabricated panel bottom ribs（2）The prefabricated panel concrete poured with top（1）It is prefabricated to form double-T shaped armored concrete
Bottom plate.
2. double-T shaped armored concrete prefabricated panel according to claim 1, it is characterised in that：Prefabricated panel bottom rib
（2）Both ends not with prefabricated panel concrete（1）Both ends flush.
3. the superimposed sheet that a kind of double-T shaped armored concrete prefabricated panel using described in any one of claim 1-2 makes,
It is characterized in that：By prefabricated panel surface lateral connection reinforcing bar（6）It is placed directly in prefabricated panel concrete（1）Artificial rough surface
On, by prefabricated panel longitudinal structure reinforcing bar（7）With prefabricated panel surface lateral connection reinforcing bar（6）Crisscross layout connects shape
At piece bar-mat reinforcement, in prefabricated panel surface lateral connection reinforcing bar（6）, prefabricated panel longitudinal structure reinforcing bar（7）Overlapping is poured after upper
Layer concrete（8）Form superimposed sheet.
4. superimposed sheet according to claim 3, it is characterised in that：The overlapping layer concrete（8）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 double-T shaped
Armored concrete prefabricated panel.
6. superimposed sheet according to claim 5, it is characterised in that：The superimposed sheet is equipped with multiple double-T shaped armored concrete
When prefabricated panel, it is in the prefabricated panel longitudinal structure reinforcing bar of prefabricated panel edge joint position（7）Using Encryption Design.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810341013.3A CN108590006A (en) | 2018-04-17 | 2018-04-17 | A kind of double-T shaped armored concrete prefabricated panel and its superimposed sheet of making |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810341013.3A CN108590006A (en) | 2018-04-17 | 2018-04-17 | A kind of double-T shaped armored concrete prefabricated panel and its superimposed sheet of making |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108590006A true CN108590006A (en) | 2018-09-28 |
Family
ID=63622993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810341013.3A Pending CN108590006A (en) | 2018-04-17 | 2018-04-17 | A kind of double-T shaped armored concrete prefabricated panel and its superimposed sheet of making |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108590006A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111255136A (en) * | 2020-03-18 | 2020-06-09 | 无锡磊砼工程技术有限公司 | Ribbed prestressed laminated slab |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102003008A (en) * | 2010-10-26 | 2011-04-06 | 吴方伯 | Reinforced concrete laminated hollow floor |
| KR101441515B1 (en) * | 2014-02-19 | 2014-09-17 | (주)연우피씨엔지니어링 | Precast concrete slab of Inver-Teed Rib |
| CN204401844U (en) * | 2014-12-30 | 2015-06-17 | 王睿敏 | Easy-to-install laminated floor slab |
| CN204645414U (en) * | 2015-05-12 | 2015-09-16 | 重庆大学 | A kind of cold bending thin wall U-shaped outsourcing steel-concrete folding plate combined beam with ribbing |
| CN206888304U (en) * | 2017-06-09 | 2018-01-16 | 江西建工第二建筑有限责任公司 | A kind of new prefabricated thermal insulation sound insulating floor slab structure |
-
2018
- 2018-04-17 CN CN201810341013.3A patent/CN108590006A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102003008A (en) * | 2010-10-26 | 2011-04-06 | 吴方伯 | Reinforced concrete laminated hollow floor |
| KR101441515B1 (en) * | 2014-02-19 | 2014-09-17 | (주)연우피씨엔지니어링 | Precast concrete slab of Inver-Teed Rib |
| CN204401844U (en) * | 2014-12-30 | 2015-06-17 | 王睿敏 | Easy-to-install laminated floor slab |
| CN204645414U (en) * | 2015-05-12 | 2015-09-16 | 重庆大学 | A kind of cold bending thin wall U-shaped outsourcing steel-concrete folding plate combined beam with ribbing |
| CN206888304U (en) * | 2017-06-09 | 2018-01-16 | 江西建工第二建筑有限责任公司 | A kind of new prefabricated thermal insulation sound insulating floor slab structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111255136A (en) * | 2020-03-18 | 2020-06-09 | 无锡磊砼工程技术有限公司 | Ribbed prestressed laminated slab |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180928 |