CN106049747A - Honeycomb profiled steel sheet-concrete precast slab - Google Patents
Honeycomb profiled steel sheet-concrete precast slab Download PDFInfo
- Publication number
- CN106049747A CN106049747A CN201610563396.XA CN201610563396A CN106049747A CN 106049747 A CN106049747 A CN 106049747A CN 201610563396 A CN201610563396 A CN 201610563396A CN 106049747 A CN106049747 A CN 106049747A
- Authority
- CN
- China
- Prior art keywords
- honeycomb hole
- profiled sheet
- honeycomb
- steel sheet
- concrete
- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/32—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A honeycomb profiled steel sheet-concrete precast slab is suitable for the construction field, and comprises a honeycomb profiled steel sheet and a concrete floor, wherein the honeycomb profiled steel sheet is a corrugated steel sheet formed by bending or press-rolling a thin steel sheet with regular honeycomb holes; the lower flange of the honeycomb profiled steel sheet and concrete are poured into a whole, so that the precast slab (a precast unit) is obtained finally; the lower flange of the honeycomb profiled steel sheet extends out for a certain section, so that splicing of precast units is fabricated. Due to the holes formed in the profiled steel sheet, the bonding effect between the profiled steel sheet and the concrete floor can be further enhanced, and transverse reinforcement or pipelines can penetrate through the holes conveniently.
Description
Technical field
The present invention relates to a kind of precoated plate, the honeycomb hole profiled sheet-concrete used in a kind of building field
Precoated plate.
Background technology
In recent years, for accelerating housing industrialization development, China puts into effect various policies and encourages energetically to research and develop various assembled knot
Structure system.Compared to cast-in-situ concrete member, prefabricated components are easy to make, construction is quick, reduce formwork and wet trade, shortening are executed
The work duration, construct more environmentally-friendly, there is huge development potentiality and be widely applied space.
Be applied at present the prefabricated plates of floor be also of a great variety, be respectively arranged with excellent lacking.Along with the development of building industry,
Requirement for the floor of residential housing also improves constantly.Traditional prefabricated components, owing to structure is complicated, deadweight is relatively big, are not inconsistent
Close simple for production, the requirement of quick construction.If alleviating the deadweight of prefabricated components, then common practice is to arrange in prefabricated components
Deformed bar, this method work progress is complex, and is difficult to ensure the quality of prefabricated components, it is achieved large-batch industrial
It is the most difficult to produce.Precoated plate with steel bar girder as skeleton can overcome the disadvantages that above-mentioned deficiency to a certain extent, but prefabricated components
Intensity affected bigger by the height of steel bar girder.If plate span is relatively big, then the height of truss and reinforcing bar be also sized to ask
Corresponding strengthen, then overall cost can increase so that uses this form uneconomical.
Summary of the invention
Present invention aim at providing a kind of from heavy and light, exempt to tear open bed die, good integrity, the honeycomb hole die mould steel of reasonable stress
Plate-concrete prefabricated board.
For realizing above-mentioned technical purpose, the honeycomb hole profiled sheet-concrete prefabricated board of the present invention, it includes honeycomb pore pressure
Shape steel plate and concrete floor, described honeycomb hole profiled sheet is the waveform sheet metal being bent into " several " font, described honeycomb hole
Profiled sheet both sides are equipped with lower flange, and honeycomb hole profiled sheet has multiple equally distributed cut-out openings, honeycomb pore pressure
The lower flange of shape steel plate and concrete floor pour and are integrally formed.
The described equally distributed cut-out openings of honeycomb profiled sheet is hexagonal hole or circular hole；Described honeycomb hole profiled sheet
Should ensure that time compressing that its web hole is corresponding, in the web hole of honeycomb hole profiled sheet compacting, be installed with transverse steel
Or pipeline；The lower flange of described honeycomb hole profiled sheet is wrapped up by concrete floor completely, and under honeycomb hole profiled sheet
The edge of a wing away from base plate distance not less than concrete bottom plate thickness；The lower flange of described honeycomb hole profiled sheet exceeds concrete bottom edges of boards
Edge one segment distance, the splicing conveniently and between prefabricated plates, it is provided with in the concrete floor both sides of the edge of stitching position and dips down
Oblique groove.
Beneficial effect:
The present invention stretches out the lower flange of concrete floor by honeycomb hole profiled sheet and concrete floor both sides of the edge set
There is downward-sloping groove to realize the quick-assembling of prefabricated plates, strengthen the splicing effect of stitching portion；Honeycomb hole profiled sheet institute
Hole-opening in saving steel using amount, reduces own wt in the case of not reducing bulk strength, improves concrete and profiled sheet
Globality, also allow for interting pipeline and reinforcing bar simultaneously；Honeycomb hole profiled sheet can provide bending resistance firm for precast concrete base plate
Degree, can alleviate precoated plate deadweight.
Accompanying drawing explanation
Fig. 1 is the structural representation of honeycomb hole of the present invention profiled sheet-concrete prefabricated board
Fig. 2 is the structural representation of honeycomb hole profiled sheet of the present invention
Fig. 3 is honeycomb hole of the present invention profiled sheet-concrete prefabricated board top view
Fig. 4 is honeycomb hole of the present invention profiled sheet-concrete prefabricated board side view
Fig. 5 is honeycomb hole of the present invention profiled sheet-concrete prefabricated board front view
In figure: 1-honeycomb hole profiled sheet, 2-concrete floor, 3-hole, 4-lower flange, 5-groove.
Detailed description of the invention
The present invention is further described with embodiment below in conjunction with the accompanying drawings.
As shown in Figure 1, Figure 2, Figure 3 shows, one honeycomb hole profiled sheet-concrete prefabricated board of the present invention, including honeycomb pore pressure
Shape steel plate 1 and concrete floor 2, described honeycomb hole profiled sheet 1 is bent into " several " word for sheet metal through bending or pressur rolling forming
The waveform sheet metal of shape, described honeycomb hole profiled sheet 1 both sides are equipped with lower flange 4, honeycomb hole profiled sheet 1 have multiple
Equally distributed cut-out openings 3, the equally distributed cut-out openings of honeycomb profiled sheet 13 is hexagonal hole or circular hole, described honeycomb
The lower flange of pore pressure shape steel plate 1 is wrapped up by concrete floor 2 completely, and the lower flange of honeycomb hole profiled sheet 1 away from base plate away from
From not less than concrete floor 2 thickness, lower flange 4 and the concrete floor 2 of honeycomb hole profiled sheet 1 pour and are integrally formed, institute
State the lower flange of honeycomb hole profiled sheet 1 beyond concrete floor 2 edge one segment distance, the spelling conveniently and between prefabricated plates
Connect, be provided with downward-sloping groove 5 in the concrete floor both sides of the edge of stitching position.Honeycomb hole profiled sheet 1 is compressing
Time should ensure that its web hole 3 is corresponding, honeycomb hole profiled sheet 1 compacting web hole 3 in be installed with transverse steel or pipe
Line.
Claims (5)
1. honeycomb hole profiled sheet-concrete prefabricated board, it is characterised in that: it includes honeycomb hole profiled sheet (1) and mixes
Solidifying soil base plate (2), described honeycomb hole profiled sheet (1) is the waveform sheet metal being bent into " several " font, described honeycomb hole die mould
Steel plate (1) both sides are equipped with lower flange (4), and honeycomb hole profiled sheet (1) has multiple equally distributed cut-out openings (3),
Lower flange (4) and the concrete floor (2) of honeycomb hole profiled sheet (1) pour and are integrally formed.
2. honeycomb hole profiled sheet-concrete prefabricated board as claimed in claim 1, it is characterised in that: described honeycomb die mould steel
Plate (1) equally distributed cut-out openings (3) is hexagonal hole or circular hole.
3. honeycomb hole profiled sheet-concrete prefabricated board as claimed in claim 1, it is characterised in that: described honeycomb hole die mould
Steel plate (1) should ensure that time compressing that its web hole (3) is corresponding, at the web hole that honeycomb hole profiled sheet (1) is suppressed
(3) transverse steel or pipeline it are installed with in.
4. honeycomb hole profiled sheet-concrete prefabricated board as claimed in claim 1, it is characterised in that: described honeycomb hole die mould
The lower flange of steel plate (1) is wrapped up by concrete floor (2) completely, and the lower flange of honeycomb hole profiled sheet (1) away from base plate away from
From not less than concrete floor (2) thickness.
5. honeycomb hole profiled sheet-concrete prefabricated board as claimed in claim 1, it is characterised in that: described honeycomb hole die mould
The lower flange of steel plate (1) exceeds concrete floor (2) edge one segment distance, the splicing conveniently and between prefabricated plates, in splicing
The concrete floor both sides of the edge of position are provided with downward-sloping groove (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610563396.XA CN106049747B (en) | 2016-07-15 | 2016-07-15 | A kind of honeycomb hole profiled sheet-concrete prefabricated board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610563396.XA CN106049747B (en) | 2016-07-15 | 2016-07-15 | A kind of honeycomb hole profiled sheet-concrete prefabricated board |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106049747A true CN106049747A (en) | 2016-10-26 |
| CN106049747B CN106049747B (en) | 2019-03-19 |
Family
ID=57187747
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610563396.XA Active CN106049747B (en) | 2016-07-15 | 2016-07-15 | A kind of honeycomb hole profiled sheet-concrete prefabricated board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106049747B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112112302A (en) * | 2020-07-20 | 2020-12-22 | 北京工业大学 | Asymmetric U-shaped steel plate damper with waveform holes |
| CN113374168A (en) * | 2021-07-28 | 2021-09-10 | 南通装配式建筑与智能结构研究院 | Novel steel bar truss coincide floor |
| CN115247467A (en) * | 2022-08-24 | 2022-10-28 | 中国十七冶集团有限公司 | Reinforced FS (concrete slab) outer formwork cast-in-place concrete composite heat insulation system and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1983003276A1 (en) * | 1982-03-16 | 1983-09-29 | Koivu, Teuvo | Procedure for manufacturing a compound slab |
| US5551204A (en) * | 1994-04-22 | 1996-09-03 | Mayrand; Paul | Composite structural steel wall reinforced with concrete and mold therefor |
| CN2434365Y (en) * | 2000-08-04 | 2001-06-13 | 诸城市建筑安装股份有限公司 | Prestressed concrete thin slab for laminated plate |
| CN200992761Y (en) * | 2006-12-30 | 2007-12-19 | 山东鸿泰建设集团有限公司 | Light floor superimposed slab |
| EP2305911A1 (en) * | 2008-06-16 | 2011-04-06 | Universitat Politècnica de Catalunya | System for connecting together sheet steel and concrete |
| CN204804160U (en) * | 2015-07-10 | 2015-11-25 | 江苏建筑职业技术学院 | Novel prefabricated superimposed sheet of reinforcing bar support |
| CN205907899U (en) * | 2016-07-15 | 2017-01-25 | 中国矿业大学 | Honeycomb holes profiled sheet concrete precast slab |
-
2016
- 2016-07-15 CN CN201610563396.XA patent/CN106049747B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1983003276A1 (en) * | 1982-03-16 | 1983-09-29 | Koivu, Teuvo | Procedure for manufacturing a compound slab |
| US5551204A (en) * | 1994-04-22 | 1996-09-03 | Mayrand; Paul | Composite structural steel wall reinforced with concrete and mold therefor |
| CN2434365Y (en) * | 2000-08-04 | 2001-06-13 | 诸城市建筑安装股份有限公司 | Prestressed concrete thin slab for laminated plate |
| CN200992761Y (en) * | 2006-12-30 | 2007-12-19 | 山东鸿泰建设集团有限公司 | Light floor superimposed slab |
| EP2305911A1 (en) * | 2008-06-16 | 2011-04-06 | Universitat Politècnica de Catalunya | System for connecting together sheet steel and concrete |
| CN204804160U (en) * | 2015-07-10 | 2015-11-25 | 江苏建筑职业技术学院 | Novel prefabricated superimposed sheet of reinforcing bar support |
| CN205907899U (en) * | 2016-07-15 | 2017-01-25 | 中国矿业大学 | Honeycomb holes profiled sheet concrete precast slab |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112112302A (en) * | 2020-07-20 | 2020-12-22 | 北京工业大学 | Asymmetric U-shaped steel plate damper with waveform holes |
| CN113374168A (en) * | 2021-07-28 | 2021-09-10 | 南通装配式建筑与智能结构研究院 | Novel steel bar truss coincide floor |
| CN115247467A (en) * | 2022-08-24 | 2022-10-28 | 中国十七冶集团有限公司 | Reinforced FS (concrete slab) outer formwork cast-in-place concrete composite heat insulation system and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106049747B (en) | 2019-03-19 |
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