CN205857487U - A kind of combined reinforced bar concrete cassette ceiling - Google Patents
A kind of combined reinforced bar concrete cassette ceiling Download PDFInfo
- Publication number
- CN205857487U CN205857487U CN201620625008.1U CN201620625008U CN205857487U CN 205857487 U CN205857487 U CN 205857487U CN 201620625008 U CN201620625008 U CN 201620625008U CN 205857487 U CN205857487 U CN 205857487U
- Authority
- CN
- China
- Prior art keywords
- formwork
- bar
- mat
- cassette ceiling
- lower floor
- 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.)
- Expired - Fee Related
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 38
- 238000009415 formwork Methods 0.000 claims abstract description 45
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims description 25
- 239000003351 stiffener Substances 0.000 claims description 18
- 230000008929 regeneration Effects 0.000 claims description 4
- 238000011069 regeneration method Methods 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims description 2
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 230000008901 benefit Effects 0.000 abstract description 4
- 239000011150 reinforced concrete Substances 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 1
- 239000012615 aggregate Substances 0.000 description 8
- 238000005336 cracking Methods 0.000 description 4
- 239000004035 construction material Substances 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 102100040428 Chitobiosyldiphosphodolichol beta-mannosyltransferase Human genes 0.000 description 1
- OFCNXPDARWKPPY-UHFFFAOYSA-N allopurinol Chemical compound OC1=NC=NC2=C1C=NN2 OFCNXPDARWKPPY-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002688 soil aggregate Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
本实用新型提供一种组合钢筋砼空心楼板，空心楼板底层铺设下层钢筋网，下层钢筋网上固定有模壳，相邻模壳之间设置有暗肋，模壳上顶面预设有凹槽，凹槽内铺设上层钢筋网，暗肋内设有使上层钢筋网和下层钢筋网连接为一体的加强钢筋，上层钢筋网、下层钢筋网和暗肋均采用再生混凝土骨料浇注。本楼板具有力学性能好，承载能力大，整体稳定性高、抗震能力强的优点。
The utility model provides a combined reinforced concrete hollow floor slab. The bottom layer of the hollow floor slab is laid with a lower layer of steel mesh, the lower layer of steel mesh is fixed with a formwork, hidden ribs are arranged between adjacent formworks, and grooves are preset on the upper surface of the formwork. The upper layer of steel mesh is laid in the groove, and the hidden ribs are provided with reinforcing steel bars that connect the upper layer of steel mesh and the lower layer of steel mesh. The upper layer of steel mesh, the lower layer of steel mesh and the hidden ribs are all poured with recycled concrete aggregates. The floor slab has the advantages of good mechanical properties, large bearing capacity, high overall stability and strong earthquake resistance.
Description
Technical field
This utility model relates generally to novel house building and assembled architecture roof structure, specifically a kind of combined reinforced bar
Concrete cassette ceiling.
Background technology
The building major part employing precast hollow slab of brick mix structure and frame structure is as building cover board at present, this superstructure
Plate has the advantages such as speed of application is fast, cost is low, but owing to the most firmly linking between adjacent two pieces of precast hollow slabs, only uses water
Cement mortar blind, thus not only globality difference is unfavorable for antidetonation, and the phenomenons such as gap cracking, infiltration often occur.For
Solution the problems referred to above, more building have employed cast-in-situ concrete floor, cast-in-place concrete hollow building roof is the elder generation in building cover structure
Entering form, it can farthest retain the rigidity of structure while saving construction material, and globality is high, shock resistance is strong, this
The most also there is reduction structure floor height, energy-saving and noise-reducing, realize the advantages such as the superstructure free separation of body of wall.
" combination concrete hidden rib building cover board " utility model patent of Patent No. ZL00203695.9, it is by prefabricated plate, mould
Shell, dark rib, upper plate form, and each prefabricated plate spaced horizontal is placed, and is fixed with formwork, contiguous prefabricated thin plate on prefabricated plate
Or between formwork, it being provided with dark rib, upper plate covers on formwork, and connects as one with dark rib, and this kind of building cover board is no longer necessary to greatly
Amount uses template, accelerates speed of application, shortens the duration, thus reduce cost.But, the formwork in this floor is being executed
In man-hour, Cast-in-place concrete easily enters in formwork, and construction material loss is big, affects the hollow rate of floor, and the cost of corresponding floor is high, weight
Greatly.
" a kind of combined reinforced bar concrete cassette ceiling " patent of invention of Patent No. ZL 200810136189.1, in existing skill
On the basis of art, including prefabricated plate, formwork, dark rib, upper plate, prefabricated plate is fixed with formwork, contiguous prefabricated thin plate or
Being provided with dark rib between formwork, upper plate covers on formwork, and connects as one with dark rib, it is characterised in that described formwork
For the mould casing component closed, the cast-in-place concrete hidden rib of Cast-in-place concrete dark ribbed belt truss member.So, due to formwork be close formwork structure
Part, thus during floor slab construction, Cast-in-place concrete is not easily accessible in formwork, construction material loss is little, and floor hollow rate is big, corresponding floor
Low cost, lightweight, anti-seismic performance good, is particularly suited for Hollow Flat and close rib building roof uses.But the product of above-mentioned patent
Product still use cast-in-place commerical ready-mixed concrete, the application of the regenerated aggregate concrete that relatively new building is carried out, and its structure is in carrying
Also still need in power, stability improve.Therefore, a kind of novel combined reinforced bar concrete cassette ceiling is developed for being badly in need of.
Utility model content
For solving the deficiency of current technology, this utility model combines prior art, from reality application, it is provided that a kind of group
Closing reinforced concrete hollow slab, it is good that this floor has mechanical property, and bearing capacity is big, and it is excellent that stability in the large is high, shock resistance is strong
Point.
For achieving the above object, the technical solution of the utility model is as follows:
A kind of combined reinforced bar concrete cassette ceiling, cassette ceiling bottom is laid lower floor's bar-mat reinforcement, lower floor's bar-mat reinforcement is fixed with
Formwork, is provided with dark rib between adjacent formwork, on formwork, end face is preset with groove, lays top mat, in dark rib in groove
It is provided with the stiffener making top mat and lower floor's bar-mat reinforcement connect as one, top mat, lower floor's bar-mat reinforcement and dark rib
All use Aggregate of recycled concrete cast.
Described formwork is hollow mould.
The top mat that on described formwork, end face is arranged is that cross orthogonal type is laid in the pre-groove of formwork.
Described stiffener is N-shaped, and bottom stiffener, two ends are fixing with lower floor bar-mat reinforcement is connected, stiffener arc of curvature
Degree top is concordant with top mat.
The beneficial effects of the utility model:
1, this utility model reasonable in design, uses the cast aggregate cast of lightweight regeneration concrete, can reduce floor
Overall weight, the stress that less superstructure framework of steel reinforcement bears, greatly reduce the probability of superstructure cracking, this structure is by setting simultaneously
The stiffener put, can be effectively increased dark rib and connect the setting capacity of upper and lower plates, make floor caused by big impact
In bigger deformation, do not result in prefabricated plate separation and come off or ftracture；Although this utility model uses regeneration concrete to water
Note, still has mechanical property good, and bearing capacity is big, and stability in the large is high, the advantage that shock resistance is strong.
2, this utility model formwork uses hollow-core construction, is possible to prevent the concrete poured to enter in formwork, efficiently reduces concrete
The amount of pouring, reduces the total quality of superstructure.
3, on this utility model formwork, end face bar-mat reinforcement is that cross orthogonal type is laid in formwork pre-groove, so, and can
To strengthen the stability of formwork, casting process does not results in core dislocation mobile, prevent from causing pouring inequality.
4, stiffener of the present utility model uses N-shaped structure, so, can effectively weaken in floor cast-in-place concrete hidden rib with
The stress of Cast-in-place concrete upper plate intersection area, can bear bigger concentrfated load stress, prevent the generation in crack, improve floor
Mechanical property.
Accompanying drawing explanation
Accompanying drawing 1 is this utility model population structure schematic diagram.
Label shown in accompanying drawing: 1, top mat；2, formwork；3, dark rib；4, stiffener；5, groove；6, regeneration is mixed
Solidifying soil aggregate；7, lower floor's bar-mat reinforcement.
Detailed description of the invention
In conjunction with the drawings and specific embodiments, the utility model is described in further detail.Should be understood that these embodiments are only used for
This utility model is described rather than limits scope of the present utility model.In addition, it is to be understood that reading this utility model instruction
Content after, this utility model can be made various changes or modifications by those skilled in the art, and these equivalent form of values fall equally
In scope defined herein.
As shown in drawings, a kind of combined reinforced bar concrete cassette ceiling, cassette ceiling bottom lays lower floor's bar-mat reinforcement 1, lower floor's steel
Being fixed with formwork 2 on muscle net 1, be provided with dark rib 3 between adjacent formwork 2, on formwork 2, end face is preset with groove 5, paving in groove 5
If top mat 7, in dark rib 3, it is provided with the stiffener 4 making top mat 7 and lower floor's bar-mat reinforcement 1 connect as one, upper strata
Bar-mat reinforcement 7, lower floor's bar-mat reinforcement 1 and dark rib 3 all use Aggregate of recycled concrete 6 to pour into a mould.
This cassette ceiling the upper and lower are respectively provided with bar-mat reinforcement, arrange formwork between top mat 7 and lower floor's bar-mat reinforcement 1
2, dark rib 3 is set between formwork 2, dark rib 3 is provided with stiffener 4, stiffener 4 is by top mat 7 and lower floor's bar-mat reinforcement 1
Being connected as an entirety, top mat 7, lower floor's bar-mat reinforcement 1 and dark rib 3 all use waste concrete powder, aglite and cement
Lightweight Aggregate of recycled concrete 6 for major ingredient is poured into a mould.The use of Aggregate of recycled concrete 6 for economizing on resources, protection environment and
The sustainable development realizing building industry is significant, however Aggregate of recycled concrete 6 due to himself some defects without
Method directly replaces commerical ready-mixed concrete the most directly to use.This utility model by the improvement to conventional hollow floor,
Cassette ceiling is arranged top mat 7, lower floor's bar-mat reinforcement 1 and stiffener 4, can effectively strengthen dark rib and connect upper and lower plates
Setting capacity, makes floor caused in bigger deformation by big impact, do not result in prefabricated plate separate come off or
Cracking, is applied to Aggregate of recycled concrete 6 on this combined hollow floor, can ensure bearing capacity, the feelings of overall performance
Condition declines low superstructure overall weight, reduces the stress that superstructure framework of steel reinforcement bears, and greatly reduces the probability of superstructure cracking.
This utility model formwork 2 use hollow, seal, hard hollow mould.So, hollow and that sealing is good formwork
It is possible to prevent the concrete poured to enter in formwork, efficiently reduces concrete placings amount, reduce the total quality of superstructure
The top mat 7 that on this utility model formwork 2, end face is arranged is laid on the default recessed of formwork 2 in cross orthogonal type
In groove 5, groove 5 is cross groove structure, and top mat 7 is arranged on the groove of correspondence in corresponding cross orthogonal type structure
In 5, as such, it is possible to strengthen the stability of formwork, casting process does not results in core dislocation mobile, prevent from causing pouring not
All.
This utility model stiffener 4 is in N-shaped, and bottom stiffener 4, two ends are fixing with lower floor bar-mat reinforcement 1 is connected, reinforcement
Reinforcing bar 4 crooked radian top is concordant with top mat 1 fixing, owing to using crooked radian structure, therefore stiffener 4 energy
Effectively weaken dark rib 3 and the stress of upper plate intersection area in superstructure, bigger concentrfated load stress can be born, prevent crack
Generation, improve the mechanical property of floor.
Claims (4)
1. a combined reinforced bar concrete cassette ceiling, it is characterised in that: cassette ceiling bottom lays lower floor's bar-mat reinforcement (1), lower floor's steel
Being fixed with formwork (2) on muscle net (1), be provided with dark rib (3) between adjacent formwork (2), the upper end face of formwork (2) is preset with groove
(5), in groove (5), lay top mat (7), be provided with in dark rib (3) and make top mat (7) and lower floor's bar-mat reinforcement (1) even
Connecing the stiffener (4) being integrated, top mat (7), lower floor's bar-mat reinforcement (1) and dark rib (3) all use regeneration concrete bone
Material (6) cast.
2. a kind of combined reinforced bar concrete cassette ceiling as claimed in claim 1, it is characterised in that: described formwork (2) is hollow mold
Shell.
3. a kind of combined reinforced bar concrete cassette ceiling as claimed in claim 1, it is characterised in that: the upper end face of described formwork (2) sets
The top mat (7) put is laid in cross orthogonal type in the pre-groove (5) of formwork (2).
4. a kind of combined reinforced bar concrete cassette ceiling as claimed in claim 1, it is characterised in that: described stiffener (4) is in n
Type, two ends, stiffener (4) bottom are fixing with lower floor's bar-mat reinforcement (1) to be connected, stiffener (4) crooked radian top and upper strata
Bar-mat reinforcement (1) is concordant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620625008.1U CN205857487U (en) | 2016-06-22 | 2016-06-22 | A kind of combined reinforced bar concrete cassette ceiling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620625008.1U CN205857487U (en) | 2016-06-22 | 2016-06-22 | A kind of combined reinforced bar concrete cassette ceiling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205857487U true CN205857487U (en) | 2017-01-04 |
Family
ID=57637655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620625008.1U Expired - Fee Related CN205857487U (en) | 2016-06-22 | 2016-06-22 | A kind of combined reinforced bar concrete cassette ceiling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205857487U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018096543A1 (en) * | 2016-11-27 | 2018-05-31 | Klein Amos | Protective structure |
| CN112360031A (en) * | 2020-11-30 | 2021-02-12 | 祝文畏 | Ribbed hollow floor system and box body capable of improving local pressure bearing performance of plate surface and construction method of ribbed hollow floor system and box body |
-
2016
- 2016-06-22 CN CN201620625008.1U patent/CN205857487U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018096543A1 (en) * | 2016-11-27 | 2018-05-31 | Klein Amos | Protective structure |
| US10968580B2 (en) | 2016-11-27 | 2021-04-06 | Amos Klein | Protective structure |
| CN112360031A (en) * | 2020-11-30 | 2021-02-12 | 祝文畏 | Ribbed hollow floor system and box body capable of improving local pressure bearing performance of plate surface and construction method of ribbed hollow floor system and box body |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170104 Termination date: 20200622 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |