CN205776990U - hollow floor structure - Google Patents
hollow floor structure Download PDFInfo
- Publication number
- CN205776990U CN205776990U CN201620750942.6U CN201620750942U CN205776990U CN 205776990 U CN205776990 U CN 205776990U CN 201620750942 U CN201620750942 U CN 201620750942U CN 205776990 U CN205776990 U CN 205776990U
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- CN
- China
- Prior art keywords
- diaphragm capsule
- hollow
- spacer
- hollow diaphragm
- groove
- 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
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Abstract
This utility model provide a kind of novel in structural design, be prone to constructing operation, stability is strong, intensity is high hollow floor structure, it includes being spaced successively and the internal hollow diaphragm capsule for hollow structure, be arranged at described hollow diaphragm capsule over and under by the bar-mat reinforcement of some binding reinforcing bars;Being additionally provided with spacer block in the upper side and lower side of described hollow diaphragm capsule, described bar-mat reinforcement is arranged by described spacer block and described hollow diaphragm capsule interval;One end sidewall of described hollow diaphragm capsule is additionally provided with the spacer of horizontally set, and it is additionally provided with draw-in groove on the other end sidewall of described hollow diaphragm capsule, adjacent two hollow diaphragm capsules are arranged by spacer interval, and the end of the spacer on one of them hollow diaphragm capsule is stuck in the draw-in groove of another hollow diaphragm capsule end adjacent with this hollow diaphragm capsule;Also include the cast-in-place flaggy being made up of concrete described hollow diaphragm capsule and bar-mat reinforcement wrapped up.
Description
Technical field
This utility model relates to construction engineering technical field, particularly relates to a kind of hollow floor structure.
Background technology
Hollow building cover is a kind of steel bar reinforced hollow concrete roof cast-in-situs;Also being cast-in-place hollow building cover without beam, it is to install core
After product cast-in-place hollow without bright beam superstructure, its structure mainly includes reinforcing bar, concrete, core, and in the application, it can saved
Farthest retain the rigidity of structure while construction material, additionally there is reduction structure floor height, energy-saving and noise-reducing, realize superstructure
The advantages such as the free separation of body of wall, can preferably embody economy and the suitability of building.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, adapts to reality need, it is provided that a kind of structure design
Novel, be prone to constructing operation, stability is strong, intensity is high hollow floor structure.
In order to realize the purpose of this utility model, the technical scheme that this utility model is used is:
A kind of hollow floor structure of design, it includes being spaced successively and the internal hollow diaphragm capsule for hollow structure, is arranged at
Described hollow diaphragm capsule over and under by the bar-mat reinforcement of some binding reinforcing bars;The upside of described hollow diaphragm capsule and under
Side is additionally provided with spacer block, and described bar-mat reinforcement is arranged by described spacer block and described hollow diaphragm capsule interval;At described hollow mold
It is additionally provided with the spacer of horizontally set on one end sidewall of box, and is additionally provided with card on the other end sidewall of described hollow diaphragm capsule
Groove, adjacent two hollow diaphragm capsules are arranged by spacer interval, and the end of the spacer on one of them hollow diaphragm capsule is stuck in
In the draw-in groove of another hollow diaphragm capsule end adjacent with this hollow diaphragm capsule;Also include wrapping up described hollow diaphragm capsule and bar-mat reinforcement
The cast-in-place flaggy being made up of concrete.
Preferably, the outboard end at described spacer block is additionally provided with the groove for reinforcing bar, in described bar-mat reinforcement laterally or
Vertically arranged reinforcing bar is positioned at described groove.
Preferably, the spacer block of both sides, described groove upper end is additionally provided with two grip blocks being oppositely arranged, and
Being additionally provided with projection on the sidewall that two grip blocks are oppositely arranged, described projection is stuck in the sidewall of the reinforcing bar being positioned at described groove
On.
Preferably, described spacer is rectangular structure, and described draw-in groove is to mate with described spacer end shape
Rectangular recess.
Preferably, described grip block is by elastically-deformable plastics or rubber can be occurred to make.
Preferably, described spacer block is made up of flexible rubber.
Preferably, described hollow diaphragm capsule is made up of plastics or Gypsum Fibrosum.
The beneficial effects of the utility model are:
It is novel in design for the structure of the design, be prone to constructing operation, stability is strong, intensity is high, and it is hollow in construction
The design of diaphragm capsule and spacer block thereon can realize effectively gripping bar-mat reinforcement, it is to avoid cast time occur bar-mat reinforcement with
The problems such as hollow diaphragm capsule dislocation, deformation, the intensity overall for superstructure has important effect.
Accompanying drawing explanation
Fig. 1 is cross-sectional view of the present utility model;
Fig. 2 be the hollow diaphragm capsule in this utility model and on spacer block primary structure schematic diagram;
Fig. 3 is the spacer block primary structure schematic diagram in this utility model;
Fig. 4 is the cross section structure schematic diagram after the interior engaging of the spacer block in this utility model has reinforcing bar;
In figure: the most cast-in-place flaggy;2,11. bar-mat reinforcement;3,4,12,13,14. spacer block;5, the most hollow diaphragm capsule;7,9. it is spaced
Post;10. draw-in groove;15,16. groove;17. is protruding;18. reinforcing bars;19. grip blocks.
Detailed description of the invention
With embodiment, this utility model is further illustrated below in conjunction with the accompanying drawings:
Embodiment 1: a kind of hollow floor structure, sees Fig. 1 to Fig. 4;It includes being spaced successively and internal for hollow structure
Hollow diaphragm capsule 5,6, be arranged at described hollow diaphragm capsule 5,6 over and under by the bar-mat reinforcement 2 of some binding reinforcing bars,
11;The design is additionally provided with spacer block 3,4,12,13,14 in the upper side and lower side of described hollow diaphragm capsule 5,6, described bar-mat reinforcement 2,
11 are arranged by described spacer block 3,4,12,13,14 and described hollow diaphragm capsule 5,6 interval;Further, the design is also described
The spacer 7,9 of horizontally set it is additionally provided with on one end sidewall of hollow diaphragm capsule 5,6, and at the other end of described hollow diaphragm capsule 5,6
Being additionally provided with draw-in groove 10 on sidewall, in the design, described spacer 7,9 is rectangular structure, and described draw-in groove 10 is with described
The rectangular recess of spacer end shape coupling, in the application, its spacer can realize phase with coordinating of draw-in groove in this design
Adjacent two hollow diaphragm capsules constitute metastable entirety, it is to avoid occur that some hollow diaphragm capsule is moved the phenomenon of dislocation;And
When mounted, adjacent two hollow diaphragm capsules are arranged by spacer interval, and the end of the spacer on one of them hollow diaphragm capsule
Portion is stuck in the draw-in groove of another hollow diaphragm capsule end adjacent with this hollow diaphragm capsule;Certainly, the design it also include described
Hollow diaphragm capsule and the cast-in-place flaggy 1 being made up of concrete of bar-mat reinforcement parcel.
Further, the design also the outboard end of described spacer block 3,4,12,13,14 be additionally provided with for reinforcing bar recessed
Groove 15,16, the reinforcing bar 18 laterally or vertically arranged in described bar-mat reinforcement is positioned at described groove 15,16, it is preferred that also described
It is additionally provided with two grip blocks being oppositely arranged 19 on the spacer block 3,4,12,13,14 of groove 15,16 both sides, upper end, and two
Be additionally provided with protruding 17 on the sidewall that individual grip block 19 is oppositely arranged, in use, described projection 17 be stuck in be positioned at described recessed
On the sidewall of the reinforcing bar 18 in groove, and above-described grip block 19 is by elastically-deformable plastics or rubber can be occurred to make, and
Described spacer block 3,4,12,13,14 is made up of flexible rubber, and described hollow diaphragm capsule is made up of plastics or Gypsum Fibrosum.
To sum up, it is novel in design for the structure of the design, be prone to constructing operation, stability is strong, intensity is high, and in construction this
The structure of design has important effect for the raising of intensity, quality, overall weight and the efficiency of construction of superstructure entirety.
What embodiment of the present utility model was announced is preferred embodiment, but is not limited thereto, the common skill of this area
Art personnel, easily according to above-described embodiment, understand spirit of the present utility model, and make different amplifications and change, but as long as
Without departing from spirit of the present utility model, all in protection domain of the present utility model.
Claims (7)
1. a hollow floor structure, it is characterised in that: it includes being spaced successively and the internal hollow diaphragm capsule for hollow structure, if
Be placed in described hollow diaphragm capsule over and under by the bar-mat reinforcement of some binding reinforcing bars;Upside at described hollow diaphragm capsule
Being additionally provided with spacer block with downside, described bar-mat reinforcement is arranged by described spacer block and described hollow diaphragm capsule interval;At described sky
It is additionally provided with the spacer of horizontally set on one end sidewall of heart diaphragm capsule, and is additionally provided with on the other end sidewall of described hollow diaphragm capsule
Draw-in groove, adjacent two hollow diaphragm capsules are arranged by spacer interval, and the end card of the spacer on one of them hollow diaphragm capsule
In the draw-in groove of another the hollow diaphragm capsule end adjacent with this hollow diaphragm capsule;Also include described hollow diaphragm capsule and bar-mat reinforcement bag
The cast-in-place flaggy being made up of concrete wrapped up in.
2. hollow floor structure as claimed in claim 1, it is characterised in that: the outboard end at described spacer block is additionally provided with use
The reinforcing bar laterally or vertically arranged in the groove of reinforcing bar, described bar-mat reinforcement is positioned at described groove.
3. hollow floor structure as claimed in claim 2, it is characterised in that: on the spacer block of both sides, described groove upper end also
It is provided with two grip blocks being oppositely arranged, and on the sidewall that two grip blocks are oppositely arranged, is additionally provided with projection, described convex
Rise and be stuck on the sidewall of the reinforcing bar being positioned at described groove.
4. hollow floor structure as claimed in claim 3, it is characterised in that: described grip block is by elastically-deformable moulding can occur
Material or rubber are made.
5. hollow floor structure as claimed in claim 1, it is characterised in that: described spacer is rectangular structure, and described
Draw-in groove is the rectangular recess mated with described spacer end shape.
6. hollow floor structure as claimed in claim 1, it is characterised in that: described spacer block is made up of flexible rubber.
7. hollow floor structure as claimed in claim 1, it is characterised in that: described hollow diaphragm capsule is made up of plastics or Gypsum Fibrosum.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620750942.6U CN205776990U (en) | 2016-07-18 | 2016-07-18 | hollow floor structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620750942.6U CN205776990U (en) | 2016-07-18 | 2016-07-18 | hollow floor structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205776990U true CN205776990U (en) | 2016-12-07 |
Family
ID=58121714
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620750942.6U Expired - Fee Related CN205776990U (en) | 2016-07-18 | 2016-07-18 | hollow floor structure |
Country Status (1)
Country | Link |
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CN (1) | CN205776990U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106968379A (en) * | 2017-04-13 | 2017-07-21 | 吕辉 | Hollow floor structure, the New Style Concrete Materials for preparing the structure |
CN109577647A (en) * | 2018-12-11 | 2019-04-05 | 山东建筑大学 | One kind is from anti-floating plastics diaphragm capsule and construction method |
CN109594699A (en) * | 2018-12-11 | 2019-04-09 | 山东建筑大学 | A kind of overlapping Integral hollow floor, preparation method and assembled arthitecutral structure |
CN110005105A (en) * | 2019-04-28 | 2019-07-12 | 安徽军瑶新型材料有限公司 | A kind of monoblock type assembly building prefabrication Roofing slab |
-
2016
- 2016-07-18 CN CN201620750942.6U patent/CN205776990U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106968379A (en) * | 2017-04-13 | 2017-07-21 | 吕辉 | Hollow floor structure, the New Style Concrete Materials for preparing the structure |
CN109577647A (en) * | 2018-12-11 | 2019-04-05 | 山东建筑大学 | One kind is from anti-floating plastics diaphragm capsule and construction method |
CN109594699A (en) * | 2018-12-11 | 2019-04-09 | 山东建筑大学 | A kind of overlapping Integral hollow floor, preparation method and assembled arthitecutral structure |
CN110005105A (en) * | 2019-04-28 | 2019-07-12 | 安徽军瑶新型材料有限公司 | A kind of monoblock type assembly building prefabrication Roofing slab |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C41 | Transfer of patent application or patent right or utility model | ||
TR01 | Transfer of patent right |
Effective date of registration: 20170224 Address after: 330000 Jiangxi city of Nanchang province Hongjiaozhou Wolong Road No. 269 Patentee after: Jiangxi Institute of Economic Administrators Address before: 999 No. 330000 Jiangxi province Nanchang Honggutan University Avenue Patentee before: Nanchang University |
|
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20180718 |