CN105756270A - Waved steel plate type laminated slab component - Google Patents
Waved steel plate type laminated slab component Download PDFInfo
- Publication number
- CN105756270A CN105756270A CN201610199253.5A CN201610199253A CN105756270A CN 105756270 A CN105756270 A CN 105756270A CN 201610199253 A CN201610199253 A CN 201610199253A CN 105756270 A CN105756270 A CN 105756270A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- waveform steel
- punching
- superimposed sheet
- waveform
- 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.)
- Granted
Links
Classifications
-
- 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
-
- 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
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
-
- 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
- E04C2/322—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 with parallel corrugations
-
- 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
- E04C2/38—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 with attached ribs, flanges, or the like, e.g. framed panels
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A waved steel plate type laminated slab component comprises a bottom plate and a concrete rib, a waved steel plate is arranged between the bottom plate and the concrete rib, the bottom, in the height direction, of the waved steel plate is buried into the bottom plate, the top, in the height direction, of the waved steel plate is buried in the concrete rib, and multiple through holes are formed in the waved steel plate.The through holes are square, and the distance L1 between the center lines of the two through holes is 30-50 mm.The thickness of the bottom plate of the laminated slab component can be made within 30 mm, on the premise of excellent supporting performance and crush resistance, the own weight is reduced by more than 50%, the weight of a beam, a column, a wall and a fundamental component is reduced, and the headroom of a building layer is increased.The laminated slab component has the advantages of being high in overall strength, good in firmness and free of deformation and improving quality of a building.
Description
Technical field
The present invention relates to building element, be waveform steel plate type superimposed sheet component.
Background technology
The commonly used superimposed sheet component of building field has various structures, mainly needs to choose according to different construction styles, different building occupancies etc..The common deficiency of various superimposed sheet components is that integral rigidity is relatively low, entire compression is low, be easily generated cracking, span is little, deadweight compared with big, amount of reinforcement is more, the particularly heavier-weight of base plate, thickness must reach 60 millimeters-80 millimeters, cause the structural elements such as beam, post, wall, basis need to strain greatly mutually, reduce floor height headroom, cast in place process complexity etc. when constructing at the scene.
Summary of the invention
It is an object of the present invention to provide a kind of group space truss beam, it can solve the problem that the deficiencies in the prior art.
The present invention is for achieving the above object, it is achieved through the following technical solutions: waveform steel plate type superimposed sheet component includes base plate and concrete rib, waveform steel plate is set between base plate and concrete rib, imbed bottom waveform steel plate short transverse in base plate, in the Transducers Embedded in Concrete rib of waveform steel plate short transverse top, waveform steel plate is offered several through hole.Through hole is square hole, distance L between each two through hole center line1For 30-50 millimeter.Several first punching is offered at the top of waveform steel plate, and the first punching edge arranges surface configuration first angle α of the first little steel plate of outwards tilting, the area of the first little steel plate and the area equation of the first punching, the outer surface of the first little steel plate and waveform steel plate1.Several first punchings are rods arranged in horizontal line.Several second punching is offered in the bottom of waveform steel plate, and the second punching edge arranges surface configuration second angle α of the second little steel plate of outwards tilting, the area of the second little steel plate and the area equation of the second punching, the outer surface of the second little steel plate and waveform steel plate2.Several second punchings are rods arranged in horizontal line.Distance L of the centreline space of each two punching in several first punchings2For 10-30 millimeter.Distance L of the centreline space of each two punching in several second punchings3For 10-30 millimeter.
The invention has the advantages that: it uses industrial production line to be processed and formed at one time, the resistance to overturning of superimposed sheet component is high, compressive property improves 50%-70% than prior art, the cross sectional moment of inertia of superimposed sheet component is big, and anti-bending strength improves about 30%-40%, and rigidity improves about 45%.The positions such as the connection of base plate, concrete rib and each parts do not produce cracking, it is particularly well-suited to the building requirements such as the factory building of large span, workshop, warehouse, the local stability of superimposed sheet component is good, can the most arbitrarily intercept into section to use, bigger convenience is brought to user, within the base plate of the superimposed sheet component of the present invention can accomplish 30 millimeters, on the premise of reaching the condition performances such as fabulous support, resistance to compression, own wt decreases more than 50%, and alleviate the weight of beam, post, wall, basic component, add the head room of construction level.The present invention also has the advantages such as bulk strength is high, firmness is good, indeformable, raising structural quality.
Accompanying drawing explanation
Accompanying drawing 1 is the structural representation of the present invention；Fig. 2 is the right TV structure schematic diagram of Fig. 1；Fig. 3 is the plan structure schematic diagram of Fig. 1；Fig. 4 is the structural representation of Fig. 1 medium wave shape wave steel plate 2；Fig. 5 is the A-A cross-sectional view in Fig. 4.
Detailed description of the invention
The present invention will be further described for comparison accompanying drawing.
In figure, 3 is base plate, base plate 3 and concrete rib 1, arrange waveform steel plate 2 between base plate 3 and concrete rib 1, imbeds in base plate 3 bottom waveform steel plate 2 short transverse, in waveform steel plate 2 short transverse top Transducers Embedded in Concrete rib 1, waveform steel plate 2 is offered several through hole 6.The combining structure using waveform steel plate 2 can increase the load performance of superimposed sheet component, and increase its cross sectional moment of inertia, particularly waveform steel plate 2 is designed to the increase bending resistance of superimposed sheet, anti-twisting property etc., and the thickness of base plate can be made to reduce by 30 millimeter.The preferred square hole of through hole 6, it is simple to simultaneously wear many reinforcing bars, it can increase the contact area of reinforcing bar, and distance L of each two through hole 6 centreline space1For 30-50 millimeter.
The preferred version of the present invention is；Several first punching is offered at the top of waveform steel plate 2, first punching 7 edge arranges the first little steel plate 9 of outwards tilting, the area of the first little steel plate 9 and the area equation of the first punching 7, the outer surface of the first little steel plate 9 and surface configuration first angle α of waveform steel plate 21, several first punchings 7 are in rods arranged in horizontal line.This structure increases the degree of being connected firmly of waveform steel plate 2 and concrete rib 1, do not destroy the intensity of waveform steel plate 2 self, and the anti-pressure ability of superimposed sheet can be increased further.
The further preferred version of the present invention is: several second punching 8 is offered in the bottom of waveform steel plate 2, second punching 8 edge arranges the second little steel plate 10 of outwards tilting, the area of the second little steel plate 10 and the area equation of the second punching 8, the outer surface of the second little steel plate 10 and surface configuration second angle α of waveform steel plate 22, several second punchings 8 are in rods arranged in horizontal line.The program further increases the degree of being connected firmly of waveform steel plate 2 and base plate 3, further increases the performances such as the resistance to compression of superimposed sheet, bending resistance, improves the service life of superimposed sheet.
Distance L of the centreline space of each two punching in several first punching 7 of the present invention2For 10-30 millimeter, distance L of the centreline space of each two punching in several second punchings 83For 10-30 millimeter.Said structure can be further ensured that waveform steel plate 2 help the base plate 3 of 1 to be connected with concrete after firm in the case of, thus be further ensured that the resistance to compression of superimposed sheet, cheat the performances such as curved.
Brace rod 4 in base plate 3 of the present invention and the reinforcing bar 5 in concrete rib 1 can be deformed bars.
Claims (8)
1. waveform steel plate type superimposed sheet component, it is characterized in that: include base plate (3) and concrete rib (1), waveform steel plate (2) is set between base plate (3) and concrete rib (1), imbed bottom waveform steel plate (2) short transverse in base plate (3), in waveform steel plate (2) short transverse top Transducers Embedded in Concrete rib (1), waveform steel plate (2) is offered several through hole (6).
Waveform steel plate type superimposed sheet component the most according to claim 1, it is characterised in that: through hole (6) is square hole, distance L between each two through hole (6) center line1For 30-50 millimeter.
Waveform steel plate type superimposed sheet component the most according to claim 1, it is characterized in that: several first punching is offered at the top of waveform steel plate (2), first punching (7) edge arranges the first little steel plate (9) of outwards tilting, the area of the first little steel plate (9) and the area equation of the first punching (7), the outer surface of the first little steel plate (9) and surface configuration first angle α of waveform steel plate (2)1。
Waveform steel plate type superimposed sheet component the most according to claim 3, it is characterised in that: several first punchings (7) are in rods arranged in horizontal line.
Waveform steel plate type superimposed sheet component the most according to claim 1, it is characterized in that: several second punching (8) is offered in the bottom of waveform steel plate (2), second punching (8) edge arranges the second little steel plate (10) of outwards tilting, the area of the second little steel plate (10) and the area equation of the second punching (8), the outer surface of the second little steel plate (10) and surface configuration second angle α of waveform steel plate (2)2。
Waveform steel plate type superimposed sheet component the most according to claim 5, it is characterised in that: several second punchings (8) are in rods arranged in horizontal line.
7. according to the waveform steel plate type superimposed sheet component described in claim 3 or 4, it is characterised in that: distance L of the centreline space of each two punching in several first punchings (7)2For 10-30 millimeter.
8. according to the waveform steel plate type superimposed sheet component described in claim 5 or 6, it is characterised in that: distance L of the centreline space of each two punching in several second punchings (8)3For 10-30 millimeter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610199253.5A CN105756270B (en) | 2016-04-02 | 2016-04-02 | Waveform steel plate type overlaps board member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610199253.5A CN105756270B (en) | 2016-04-02 | 2016-04-02 | Waveform steel plate type overlaps board member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105756270A true CN105756270A (en) | 2016-07-13 |
| CN105756270B CN105756270B (en) | 2018-08-14 |
Family
ID=56347045
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610199253.5A Active CN105756270B (en) | 2016-04-02 | 2016-04-02 | Waveform steel plate type overlaps board member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105756270B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109996923A (en) * | 2016-09-28 | 2019-07-09 | 诺翁诺翁公司 | Road structure is reinforced by the concrete foundation of pitch covering |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB937440A (en) * | 1960-04-07 | 1963-09-18 | United Steel Companies Ltd | Improvements relating to metal members for use in composite structural parts of concrete and metal |
| US20030014935A1 (en) * | 2001-07-18 | 2003-01-23 | Bodnar Ernest R. | Sheet metal stud and composite construction panel and method |
| CN201671229U (en) * | 2010-05-11 | 2010-12-15 | 汤意 | Shear connector |
| CN103276849A (en) * | 2013-06-09 | 2013-09-04 | 中冶建筑研究总院有限公司 | Castellated beam, concrete flitch beam and design method |
| CN103334526A (en) * | 2013-07-16 | 2013-10-02 | 山东大学 | Steel web prestress concrete superimposed sheet |
| CN205476038U (en) * | 2016-04-02 | 2016-08-17 | 张波 | Wave steel sheet formula superimposed sheet component |
-
2016
- 2016-04-02 CN CN201610199253.5A patent/CN105756270B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB937440A (en) * | 1960-04-07 | 1963-09-18 | United Steel Companies Ltd | Improvements relating to metal members for use in composite structural parts of concrete and metal |
| US20030014935A1 (en) * | 2001-07-18 | 2003-01-23 | Bodnar Ernest R. | Sheet metal stud and composite construction panel and method |
| CN201671229U (en) * | 2010-05-11 | 2010-12-15 | 汤意 | Shear connector |
| CN103276849A (en) * | 2013-06-09 | 2013-09-04 | 中冶建筑研究总院有限公司 | Castellated beam, concrete flitch beam and design method |
| CN103334526A (en) * | 2013-07-16 | 2013-10-02 | 山东大学 | Steel web prestress concrete superimposed sheet |
| CN205476038U (en) * | 2016-04-02 | 2016-08-17 | 张波 | Wave steel sheet formula superimposed sheet component |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109996923A (en) * | 2016-09-28 | 2019-07-09 | 诺翁诺翁公司 | Road structure is reinforced by the concrete foundation of pitch covering |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105756270B (en) | 2018-08-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100554608C (en) | A kind of ring type steel corbel node of arch without beam connecting reinforcement concrete column | |
| CN105822012B (en) | Bend groove type steel plate type overlapping board member | |
| CN107386748A (en) | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall | |
| CN205476063U (en) | Recess of buckling shape steel sheet formula superimposed sheet component | |
| CN205476038U (en) | Wave steel sheet formula superimposed sheet component | |
| CN105756270A (en) | Waved steel plate type laminated slab component | |
| CN204081070U (en) | A kind of large span steel frame beam cantilevered structure | |
| CN205558024U (en) | Recess formula sheet pack plywood component | |
| CN207228743U (en) | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall | |
| CN105756278A (en) | Groove type steel plate laminated slab component | |
| CN205116556U (en) | Novel concrete combination beam | |
| CN205134531U (en) | Shaped steel and steel -concrete structure system thereof | |
| CN216740041U (en) | Barrel high-rise building structure system | |
| CN205475942U (en) | Prestressing force superimposed sheet component | |
| CN205476059U (en) | Concrete rib superimposed sheet component | |
| CN205475867U (en) | Strengthen U type light gauge steel | |
| CN2823433Y (en) | Improved structure of SMC lattice beam form | |
| CN104032897A (en) | Hysteresis damage and buckling resisting concrete-filled steel tubular column | |
| CN204282608U (en) | A kind of floor slab structure of Fast Installation | |
| CN105756253A (en) | Pre-stressed composite slab component | |
| CN204112584U (en) | A kind of expansion wing formula corrugated web steel-frame beam | |
| TWM590209U (en) | Equipment base | |
| CN105756276A (en) | Concrete rib laminated slab component | |
| CN203939182U (en) | Anti-hysteresis is damaged the steel core concrete column of buckling | |
| CN218880942U (en) | Basement roof lifts post structure and basement structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |