CN106049733A - Honeycomb pore profiled steel sheet overlapped hollow floor slab - Google Patents
Honeycomb pore profiled steel sheet overlapped hollow floor slab Download PDFInfo
- Publication number
- CN106049733A CN106049733A CN201610562883.4A CN201610562883A CN106049733A CN 106049733 A CN106049733 A CN 106049733A CN 201610562883 A CN201610562883 A CN 201610562883A CN 106049733 A CN106049733 A CN 106049733A
- Authority
- CN
- China
- Prior art keywords
- profiled sheet
- hollow
- honeycomb
- honeycomb hole
- floor slab
- 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.)
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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
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
Abstract
The invention provides a honeycomb pore profiled steel sheet overlapped hollow floor slab, and belongs to the field of buildings. The honeycomb pore profiled steel sheet overlapped hollow floor slab comprises a bottom formwork which is formed when a plurality of honeycomb pore profiled steel sheet-concrete prefabricated bottom plates are spliced to form a floor slab for construction. A concrete layer is arranged on the bottom formwork, and the overlapped hollow floor slab is formed. The honeycomb pore profiled steel sheet-concrete prefabricated bottom plates comprise a plurality of honeycomb pore profiled steel sheets with the two sides provided with flanges. The honeycomb pore profiled steel sheets are provided with a plurality of regular honeycomb-shaped holes. The honeycomb pore profiled steel sheets are spliced to be of a concave-convex structure. hollow dies are arranged between ribs of the concave-convex structure formed by splicing the honeycomb pore profiled steel sheets. Reinforced bars penetrate through the gaps of the hollow dies arranged on the concave-convex structure. The honeycomb pore profiled steel sheet overlapped hollow floor slab has the characteristics of low weight, high strength, reasonable structure and easy and convenient construction, and the hollow floor slab is filled with the prefabricated hollow dies so that the dead weight of the floor slab can be greatly lowered. The hollow dies is arranged at internals, and the horizontal reinforced bars are arranged, so that the bidirectional co-stressing characteristic of the floor slab is achieved, and stressing of the floor slab is more reasonable.
Description
Technical field
The present invention relates to a kind of cassette ceiling, the honeycomb hole profiled sheet being particularly suited in a kind of building field using is folded
Close cassette ceiling.
Background technology
Laminated floor slab is as one of floor form being best suitable for industrialized production, and it has quick construction, is not required to formwork, nothing
Need the rational feature of furred ceiling, good integrity, structure stress.But the general thicker ability of its prefabricated panel of traditional laminated floor slab meets
The floor of relatively large span needs, and so makes prefabricated panel thicker, and the deadweight of laminated floor slab is the biggest.Overlapped hollow plate is the most permissible
Save material, alleviate deadweight, the most preferable soundproof effect, there is preferable economic benefit.At present, overlapped hollow plate is usually
The form of one-way slabs, seldom has and can realize two-way slab.
Summary of the invention
Weak point for above-mentioned technology, it is provided that a kind of mechanism is simple, from heavy and light, without bed die, construction rapid and convenient,
Bidirectional stress, the honeycomb hole profiled sheet sandwich hollow slab of good integrity rational in infrastructure.
For achieving the above object, the honeycomb hole profiled sheet sandwich hollow slab of the present invention, it includes by polylith socket bore pressure
Shape steel plate-concrete prefabricated base plate is spliced to form bed die during floor slab construction, and bed die is cast with concrete layer, forms overlapping sky
Core；
Described socket bore profiled sheet-concrete prefabricated base plate includes that multiple both sides are provided with the honeycomb hole profiled sheet on the edge of a wing,
Honeycomb hole profiled sheet is provided with the hollow out of multiple regular honeycomb arrangement, and honeycomb hole profiled sheet is that cross section is bent into " several "
The waveform sheet metal of font, multiple honeycomb hole profiled sheets constitute, by the flange splice of both sides, the concaveconvex structure that interval is identical,
The intercostal that described honeycomb hole profiled sheet is spliced to form concaveconvex structure is provided with multiple hollow mold, longitudinally disposed multiple of same intercostal
Leave gap between hollow mold, in the hollow out in gap, be provided with the steel being horizontally through honeycomb hole profiled sheet intercostal concaveconvex structure
Muscle, the male and fomale(M&F) of honeycomb hole profiled sheet side cast in concrete slab pressed close to by reinforcing bar.
Described hollow mold is the hollow box of open type or light filling body block, and the hollow box of open type is opening surface when arranging
It is close to concrete floor；In described honeycomb hole profiled sheet-concrete prefabricated base plate, the lower flange of honeycomb hole profiled sheet is mutual
Split is formed together with being cast in concrete slab, and buckle or iron wire split are passed through in the lower flange of honeycomb hole profiled sheet；
The hollow out pass of the honeycomb arrangement of described socket bore profiled sheet uses hexagonal hole, circular hole or other passes；Described reinforcing bar from
Engraving in hole of the honeycomb arrangement of honeycomb hole profiled sheet passes, and utilizes iron wire by the most solid with honeycomb hole profiled sheet for muscle
Fixed.
Beneficial effect: honeycomb hole profiled sheet sandwich hollow slab of the present invention uses honeycomb hole profiled sheet from being provided with it
Honeycomb hollow out, provides enough rigidity on the premise of proof strength, and reduces weight, and honeycomb hole profiled sheet is by splicing structure
Becoming concaveconvex structure to be integrally formed with concrete slab, honeycomb hole profiled sheet intercostal is provided with hollow mold, reduces weight further, interval
Arrange hollow mold and arrange that transverse steel can realize the feature of the two-way common stress of floor so that floor construction stress is more
Rationally.
The present invention makes full use of the combined effect of steel plate and concrete, is all provided with being empty between every one rib of profiled sheet
Heart mould, the upper lower flange of such profiled sheet, web are concrete and are wrapped up, and form more reasonably combining form.
Accompanying drawing explanation
Below according to drawings and Examples, the present invention is further described.
Fig. 1 is the structural representation of honeycomb hole profiled sheet sandwich hollow slab of the present invention
Fig. 2 is the structural representation of honeycomb hole profiled sheet of the present invention
Fig. 3 is the structural representation of precast hollow mould of the present invention
Fig. 4 is the splicing top view of honeycomb hole profiled sheet sandwich hollow slab of the present invention
Fig. 5 is the splicing front view of honeycomb hole profiled sheet sandwich hollow slab of the present invention
Fig. 6 is the profile of honeycomb hole profiled sheet sandwich hollow slab of the present invention
In figure, 1-honeycomb hole profiled sheet, 2-concrete slab, 3-hollow mold, 4-concrete layer, 5-reinforcing bar.
Detailed description of the invention
The present invention is further described with embodiment below in conjunction with the accompanying drawings.
As shown in figures 1 to 6, the honeycomb hole profiled sheet sandwich hollow slab of the present invention, it is characterised in that: it include by
Polylith socket bore profiled sheet-concrete prefabricated base plate is spliced to form bed die during floor slab construction, and bed die is provided with concrete layer 4,
Form overlapped hollow plate；Described cast-in-place concrete 4, preferably uses microlith as the coarse aggregate of concrete, in order to can make to water smash closeer
Real.
As in figure 2 it is shown, described socket bore profiled sheet-concrete prefabricated base plate includes that multiple both sides are provided with the honeycomb hole on the edge of a wing
Profiled sheet 1, the mutual split in lower flange of honeycomb hole profiled sheet 1 in described honeycomb hole profiled sheet-concrete prefabricated base plate
Being formed together with being cast in concrete slab, buckle or iron wire split, honeycomb are passed through in the lower flange of honeycomb hole profiled sheet 1
Pore pressure shape steel plate 1 is provided with the hollow out of multiple regular honeycomb arrangement, the honeycomb arrangement of described honeycomb hole profiled sheet 1
Hollow out pass uses hexagonal hole, circular hole or other passes, and honeycomb hole profiled sheet 1 is bent into the waveform of " several " font for cross section
Sheet metal, multiple honeycomb hole profiled sheets 1 constitute, by the flange splice of both sides, the concaveconvex structure that interval is identical, such as Fig. 3 and Fig. 4
Shown in, the intercostal that described honeycomb hole profiled sheet 1 is spliced to form concaveconvex structure is provided with multiple hollow mold 3, and described hollow mold 3 is for opening
The mouth hollow box of formula or light filling body block, the hollow box of open type opening surface when arranging is close to concrete floor, such as Fig. 5 institute
Show, between multiple hollow molds 3 that same intercostal is longitudinally disposed, leave gap, be provided with in the hollow out in gap and be horizontally through honeycomb hole
The reinforcing bar 5 of profiled sheet 1 intercostal concaveconvex structure, the male and fomale(M&F) of honeycomb hole profiled sheet 1 side cast in mixed pressed close to by reinforcing bar 5
In concrete board 2.Described reinforcing bar 5 passes from the engraving hole of honeycomb arrangement of honeycomb hole profiled sheet 1, and utilizes iron wire by muscle 5
Interfix with honeycomb hole profiled sheet 1.
Claims (5)
1. a honeycomb hole profiled sheet sandwich hollow slab, it is characterised in that: it includes by polylith socket bore profiled sheet-coagulation
Soil prefabricated panel is spliced to form bed die during floor slab construction, and bed die is cast with concrete layer (4), forms overlapped hollow plate；
Described socket bore profiled sheet-concrete prefabricated base plate includes that multiple both sides are provided with the honeycomb hole profiled sheet (1) on the edge of a wing, honeybee
Socket bore profiled sheet (1) is provided with the hollow out of multiple regular honeycomb arrangement, and honeycomb hole profiled sheet (1) is that cross section is bent into
The waveform sheet metal of " several " font, multiple honeycomb hole profiled sheets (1) constitute identical recessed in interval by the flange splice of both sides
Male structure, the intercostal that described honeycomb hole profiled sheet (1) is spliced to form concaveconvex structure is provided with multiple hollow mold (3), same intercostal
Leave gap between longitudinally disposed multiple hollow molds (3), be provided with in the hollow out in gap and be horizontally through honeycomb hole profiled sheet
(1) reinforcing bar (5) of intercostal concaveconvex structure, the male and fomale(M&F) of honeycomb hole profiled sheet (1) side cast in mixed pressed close to by reinforcing bar (5)
In concrete board (2).
2. according to claim 1 honeycomb hole profiled sheet sandwich hollow slab, it is characterised in that: described hollow mold (3) is opening
The hollow box of formula or light filling body block, the hollow box of open type opening surface when arranging is close to concrete floor.
3. according to claim 1 honeycomb hole profiled sheet sandwich hollow slab, it is characterised in that: described honeycomb hole profiled sheet-
In concrete prefabricated base plate the mutual split in lower flange of honeycomb hole profiled sheet (1) be cast in concrete slab together with formed
, buckle or iron wire split are passed through in the lower flange of honeycomb hole profiled sheet (1).
4. according to claim 1 honeycomb hole profiled sheet sandwich hollow slab, it is characterised in that: described socket bore profiled sheet (1)
The hollow out pass of honeycomb arrangement use hexagonal hole, circular hole or other passes.
5. according to claim 1 honeycomb hole profiled sheet sandwich hollow slab, it is characterised in that: described reinforcing bar (5) is from honeycomb hole
The engraving in hole of honeycomb arrangement of profiled sheet (1) passes, and utilizes iron wire that muscle (5) is mutual with honeycomb hole profiled sheet (1)
Fixing.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610562883.4A CN106049733B (en) | 2016-07-15 | 2016-07-15 | A kind of honeycomb hole profiled sheet sandwich hollow slab |
| PCT/CN2017/088735 WO2018010523A1 (en) | 2016-07-15 | 2017-06-16 | Honeycomb-hole profiled steel sheet-based superposed hollow core floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610562883.4A CN106049733B (en) | 2016-07-15 | 2016-07-15 | A kind of honeycomb hole profiled sheet sandwich hollow slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106049733A true CN106049733A (en) | 2016-10-26 |
| CN106049733B CN106049733B (en) | 2019-09-13 |
Family
ID=57187861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610562883.4A Active CN106049733B (en) | 2016-07-15 | 2016-07-15 | A kind of honeycomb hole profiled sheet sandwich hollow slab |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN106049733B (en) |
| WO (1) | WO2018010523A1 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018010523A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Honeycomb-hole profiled steel sheet-based superposed hollow core floor slab |
| CN108518005A (en) * | 2018-04-28 | 2018-09-11 | 山东齐恒新材料有限公司 | A kind of concrete hollow superimposed sheet |
| CN108532807A (en) * | 2018-04-28 | 2018-09-14 | 刘鹏飞 | A kind of steel skeleton hollow pre-fabricated panels |
| CN110094005A (en) * | 2019-04-18 | 2019-08-06 | 江苏广兴集团建筑装配科技有限公司 | A kind of assembled superimposed sheet and its production technology |
| CN113585620A (en) * | 2021-08-13 | 2021-11-02 | 西安建筑科技大学 | Prestressed double-web steel reinforced concrete beam |
| CN114718328A (en) * | 2022-05-16 | 2022-07-08 | 中铁九局集团第四工程有限公司 | Method for manufacturing rough surface of laminated slab prefabricated bottom plate by using metal stamping net sheet |
| CN115182497A (en) * | 2022-06-23 | 2022-10-14 | 四川恒增装配式建筑科技有限公司 | Reinforced composite floor slab structure and demolding method applied to floor slab |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109278182A (en) * | 2018-11-09 | 2019-01-29 | 沈阳建筑大学 | The making apparatus and production method and assembling method of rolling-type prefabricated panel |
| CN110029780B (en) * | 2019-05-13 | 2023-06-02 | 中州装备制造股份有限公司 | Stiffening frame, method and apparatus for making same, and structural reinforcement |
| CN110094057A (en) * | 2019-05-31 | 2019-08-06 | 四川新恒钢建材有限公司新津分公司 | Detachable floor support plate bed die piece method and piece pin key |
| CN114108915B (en) * | 2021-10-19 | 2023-07-11 | 中国航空规划设计研究总院有限公司 | Hollow composite board of steel bar truss building support and construction method thereof |
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| GB1469478A (en) * | 1973-08-04 | 1977-04-06 | Sowa W | Sheet metal flooring unit |
| US6578343B1 (en) * | 2001-11-12 | 2003-06-17 | Pipe Service, Inc. | Reinforced concrete deck structure for bridges and method of making same |
| KR20030097049A (en) * | 2002-06-18 | 2003-12-31 | 배석동 | Corrugated Board Type Deck Plate |
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| CN205822543U (en) * | 2016-07-15 | 2016-12-21 | 中国矿业大学 | A kind of honeycomb hole profiled sheet sandwich hollow slab |
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| JP2000038796A (en) * | 1998-07-23 | 2000-02-08 | Nkk Corp | Floorboard and its execution |
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| CN102733523B (en) * | 2012-07-13 | 2014-06-18 | 浙江省长城建设集团股份有限公司 | Cast-in-situ concrete hollow floor, and tube filler internal mould fixing method |
| KR101458875B1 (en) * | 2012-11-06 | 2014-11-07 | 주식회사 세아제강 | Slim Floor System Using Built-up Type Steel Beam Made of Plate and Box-pipe |
| CN105587060B (en) * | 2015-12-23 | 2018-09-14 | 江苏华江建设集团有限公司 | The construction method of the retarded adhesive prestressed cassette ceiling of the cast-in-place post stretching of large span super thick |
| CN106049733B (en) * | 2016-07-15 | 2019-09-13 | 中国矿业大学 | A kind of honeycomb hole profiled sheet sandwich hollow slab |
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2016
- 2016-07-15 CN CN201610562883.4A patent/CN106049733B/en active Active
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2017
- 2017-06-16 WO PCT/CN2017/088735 patent/WO2018010523A1/en active Application Filing
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| Publication number | Priority date | Publication date | Assignee | Title |
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| GB1469478A (en) * | 1973-08-04 | 1977-04-06 | Sowa W | Sheet metal flooring unit |
| US6578343B1 (en) * | 2001-11-12 | 2003-06-17 | Pipe Service, Inc. | Reinforced concrete deck structure for bridges and method of making same |
| KR20030097049A (en) * | 2002-06-18 | 2003-12-31 | 배석동 | Corrugated Board Type Deck Plate |
| KR20050073773A (en) * | 2004-01-10 | 2005-07-18 | 배석동 | Slab structure making use of corrugated type deck plate and slab construction method using it |
| KR100859312B1 (en) * | 2007-02-28 | 2008-09-19 | (주) 선암기술연구소 | Corrugated board type composition deck plate |
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| CN205822543U (en) * | 2016-07-15 | 2016-12-21 | 中国矿业大学 | A kind of honeycomb hole profiled sheet sandwich hollow slab |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018010523A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Honeycomb-hole profiled steel sheet-based superposed hollow core floor slab |
| CN108518005A (en) * | 2018-04-28 | 2018-09-11 | 山东齐恒新材料有限公司 | A kind of concrete hollow superimposed sheet |
| CN108532807A (en) * | 2018-04-28 | 2018-09-14 | 刘鹏飞 | A kind of steel skeleton hollow pre-fabricated panels |
| CN110094005A (en) * | 2019-04-18 | 2019-08-06 | 江苏广兴集团建筑装配科技有限公司 | A kind of assembled superimposed sheet and its production technology |
| CN113585620A (en) * | 2021-08-13 | 2021-11-02 | 西安建筑科技大学 | Prestressed double-web steel reinforced concrete beam |
| CN114718328A (en) * | 2022-05-16 | 2022-07-08 | 中铁九局集团第四工程有限公司 | Method for manufacturing rough surface of laminated slab prefabricated bottom plate by using metal stamping net sheet |
| CN115182497A (en) * | 2022-06-23 | 2022-10-14 | 四川恒增装配式建筑科技有限公司 | Reinforced composite floor slab structure and demolding method applied to floor slab |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2018010523A1 (en) | 2018-01-18 |
| CN106049733B (en) | 2019-09-13 |
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