CN205776990U - hollow floor structure - Google Patents

hollow floor structure Download PDF

Info

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
Authority
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
Application number
CN201620750942.6U
Other languages
Chinese (zh)
Inventor
吕辉
宋固全
李芳�
孙业华
谢帮华
徐广广
廖伟盛
扶名福
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangxi Institute Of Economic Administrators
Original Assignee
Nanchang University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nanchang University filed Critical Nanchang University
Priority to CN201620750942.6U priority Critical patent/CN205776990U/en
Application granted granted Critical
Publication of CN205776990U publication Critical patent/CN205776990U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

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

Hollow floor structure
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.
CN201620750942.6U 2016-07-18 2016-07-18 hollow floor structure Expired - Fee Related CN205776990U (en)

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
CN (1) CN205776990U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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

Cited By (4)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN205776990U (en) hollow floor structure
CN203712840U (en) Small box girder concrete pouring mold
CN203957077U (en) A kind of plug-in standard brick mould
CN106077518A (en) For wind power hub high-strength combination energy saver
CN201835440U (en) Anti-deformation concrete steel pipe column
CN203270595U (en) Independent foundation construction inner formwork device with cup rabbet smaller than 600mm*600mm
CN207273501U (en) Kerbstone prefabricated steel-template
CN204727425U (en) Wallboard suspender
CN204955897U (en) Paint box for art painting
CN206539017U (en) Small-sized waffle beam lattice detachable template system
CN203496095U (en) Self-insulation composite building block die
CN208310300U (en) Hoisting structure and hanging device
CN203653018U (en) Counterweight filler box body for elevator
CN104264668B (en) Stake mould of X-shaped Model Pile and preparation method thereof
CN211312577U (en) Pile cap steel formwork
CN202934693U (en) Mould opening shear mechanism for opening vertical mould machine side partition plate
CN202146970U (en) Core box
CN205552981U (en) Damping rubber support combination die
CN205872721U (en) Simple packing box of repeatedly usable and dismouting
CN207242368U (en) Crosslinked with silicane material transfer Die Box structure
CN104085045A (en) Slurry blocking die of inner flying ring of solid square pile
CN203621387U (en) Casting mold for cast piece with large-size hollow interior
CN204126095U (en) A kind of hollow building cover
CN203665681U (en) Hot-metal bottle arch bottom brick mold
CN203211753U (en) Glass packaging box

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