CN105756270B - Waveform steel plate type overlaps board member - Google Patents
Waveform steel plate type overlaps board member Download PDFInfo
- Publication number
- CN105756270B CN105756270B CN201610199253.5A CN201610199253A CN105756270B CN 105756270 B CN105756270 B CN 105756270B CN 201610199253 A CN201610199253 A CN 201610199253A CN 105756270 B CN105756270 B CN 105756270B
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- China
- Prior art keywords
- steel plate
- waveform steel
- several
- waveform
- punchings
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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
- E04C2/02—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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- 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)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
It includes bottom plate and concrete rib that waveform steel plate type, which overlaps board member, waveform steel plate is set between bottom plate and concrete rib, waveform steel plate short transverse bottom is embedded in bottom plate, and at the top of waveform steel plate short transverse in Transducers Embedded in Concrete rib, several through-holes are opened up on waveform steel plate.Through-hole is square hole, the distance between each two through-hole center line L1It is 30 50 millimeters.The bottom plate of the overlapping board member of the present invention can be accomplished within 30 millimeters, under the premise of reaching the conditions performances such as fabulous support, resistance to compression, own wt reduces more than 50%, and alleviates the weight of beam, column, wall, basic component, increases the head room of building storey.The present invention also has many advantages, such as that integral strength is high, firmness is good, indeformable, raising structural quality.
Description
Technical field
The present invention relates to building elements, are waveform steel plate type overlapping board members.
Background technology
There are many structures for the overlapping board member that building field is commonly used, mainly according to different construction styles, different buildings
Purposes etc. needs to choose.The common deficiency of various overlapping board members is that integral rigidity is relatively low, and entire compression is low, is also easy to produce out
Split, span is small, dead weight is larger, amount of reinforcement is more, the especially heavier-weight of bottom plate, thickness must reach 60 millimeter of -80 milli
Rice, causes the structural elements such as beam, column, wall, basis that need to accordingly become larger, reduces floor height headroom, cast in place process when constructing at the scene
Complexity etc..
Invention content
It is an object of the present invention to provide a kind of group of space truss beams, it can solve the deficiencies in the prior art.
The present invention to achieve the above object, is achieved through the following technical solutions：Waveform steel plate type overlaps board member
Bottom plate and concrete rib, are arranged waveform steel plate between bottom plate and concrete rib, waveform steel plate short transverse bottom is embedded to bottom
In plate, at the top of waveform steel plate short transverse in Transducers Embedded in Concrete rib, several through-holes are opened up on waveform steel plate.Through-hole is side
Hole, the distance between each two through-hole center line L1It is 30-50 millimeters.Several first punchings are opened up at the top of waveform steel plate,
The first small steel plate that the setting of first punching edge tilts outward, the area equation of the area and the first punching of the first small steel plate,
The first angle α is arranged with the surface of waveform steel plate in the outer surface of first small steel plate1.Several first punchings are in rods arranged in horizontal line.
The bottom of waveform steel plate opens up several second punchings, and the second punching edge is arranged the second small steel plate tilted outward, and second
The area equation of the area of small steel plate and the second punching, the outer surface of the second small steel plate and the surface setting second of waveform steel plate
Angle α2.Several second punchings are in rods arranged in horizontal line.The distance L of the centreline space of each two punching in several first punchings2For
10-30 millimeters.The distance L of the centreline space of each two punching in several second punchings3It is 10-30 millimeters.
The invention has the advantages that：It is processed and formed at one time using industrial production line, overlaps the overall stability of board member
High, compressive property improves 50%-70% than the prior art, and the cross sectional moment of inertia for overlapping board member is big, and anti-bending strength improves 30%-40%
Left and right, rigidity improve 45% or so.Bottom plate, concrete rib and the positions such as the connection of each component do not generate cracking, especially suitable for big
The building requirements such as workshop, workshop, the warehouse of span, the local stability for overlapping board member is good, can arbitrarily intercept into as needed
Section uses, and brings larger convenience to user, the bottom plate of overlapping board member of the invention can be accomplished within 30 millimeters, reach
Under the premise of the conditions performance such as fabulous support, resistance to compression, own wt reduces more than 50%, and alleviates beam, column, wall, basic structure
The weight of part increases the head room of building storey.The present invention is also with integral strength is high, firmness is good, indeformable, raising is built
The advantages that building amount of substance.
Description of the drawings
Attached drawing 1 is the structural schematic diagram of the present invention；Fig. 2 is the right side structural representation of Fig. 1；Fig. 3 is the plan structure of Fig. 1
Schematic diagram；Fig. 4 is the structural schematic diagram of Fig. 1 medium wave shape waves steel plate 2；Fig. 5 is the A-A cross-sectional views in Fig. 4.
Specific implementation mode
Compareing attached drawing, the present invention will be further described.
3 be bottom plate, bottom plate 3 and concrete rib 1 in figure, and waveform steel plate 2, wave are arranged between bottom plate 3 and concrete rib 1
2 short transverse bottom of shape steel plate is embedded in bottom plate 3, at the top of 2 short transverse of waveform steel plate in Transducers Embedded in Concrete rib 1, waveform
Several through-holes 6 are opened up on steel plate 2.The load performance of overlapping board member can be increased using the composite structure of waveform steel plate 2, increased
Add the design of its cross sectional moment of inertia, especially waveform steel plate 2 that can increase bending resistance, anti-twisting property of superimposed sheet etc., and can make
The thickness of bottom plate reduces 30 millimeters or so.6 preferred square hole of through-hole, convenient for wearing more reinforcing bars simultaneously, it can increase the contact of reinforcing bar
Area, and the distance L of 6 centreline space of each two through-hole1It is 30-50 millimeters.
The present invention preferred embodiment be；The top of waveform steel plate 2 opens up several first punchings, 7 edge of the first punching
The small steel plate 9 of first tilted outward, the area equation of the area of the first small steel plate 9 and the first punching 7, the first small steel plate 9 are set
The surface of outer surface and waveform steel plate 2 the first angle α is set1, several first punchings 7 are in rods arranged in horizontal line.The structure increases
Add the firmness of the connection of waveform steel plate 2 and concrete rib 1, does not destroy 2 intensity of itself of waveform steel plate, and can be into one
Step increases the anti-pressure ability of superimposed sheet.
The further preferred embodiment of the present invention is：The bottom of waveform steel plate 2 opens up several second punchings 8, the second punching 8
The second small steel plate 10 that edge setting tilts outward, the area equation of the area of the second small steel plate 10 and the second punching 8, second
The second angle α is arranged with the surface of waveform steel plate 2 in the outer surface of small steel plate 102, several second punchings 8 are in rods arranged in horizontal line.
The program further increases the firmness of the connection of waveform steel plate 2 and bottom plate 3, further improves the resistance to compression of superimposed sheet, resists
The performances such as curved, improve the service life of superimposed sheet.
The distance L of the centreline space of each two punching in several first punchings 7 of the present invention2It is 10-30 millimeters,
The distance L of the centreline space of each two punching in several second punchings 83It is 10-30 millimeters.Above structure can be further ensured that
Waveform steel plate 2 and concrete help 1 bottom plate 3 connect after it is firm in the case of, to be further ensured that the resistance to compression, anti-of superimposed sheet
The performances such as curved.
The reinforcing bar 5 in supporting rib 4 and concrete rib 1 in bottom plate 3 of the present invention can be deformed bar.
Claims (2)
1. waveform steel plate type overlaps board member, it is characterised in that：Including bottom plate（3）And concrete rib（1）, bottom plate（3）With it is mixed
Solidifying soil rib（1）Between be arranged waveform steel plate（2）, waveform steel plate（2）Short transverse bottom is embedded to bottom plate（3）It is interior, waveform
Steel plate（2）Transducers Embedded in Concrete rib at the top of short transverse（1）It is interior, waveform steel plate（2）On open up several through-holes（6）, waveform steel
Plate（2）Top open up several first punchings, the first punching（7）The the first small steel plate tilted outward is arranged in edge（9）, first
Small steel plate（9）Area and the first punching（7）Area equation, the first small steel plate（9）Outer surface and waveform steel plate（2）'s
The first angle α is arranged in surface1, waveform steel plate（2）Bottom open up several second punchings（8）, the second punching（8）Edge is set
Set the small steel plate of second tilted outward（10）, the second small steel plate（10）Area and the second punching（8）Area equation, second is small
Steel plate（10）Outer surface and waveform steel plate（2）Surface be arranged the second angle α2, several first punchings（7）It is arranged in linear type
Row, several second punchings（8）In rods arranged in horizontal line, several first punchings（7）In each two punching centreline space distance
L2It is 10-30 millimeters, several second punchings（8）In each two punching centreline space distance L3It is 10-30 millimeters.
2. waveform steel plate type according to claim 1 overlaps board member, it is characterised in that：Through-hole（6）For square hole, every two
A through-hole（6）The distance between center line L1It is 30-50 millimeters.
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 CN105756270A (en) | 2016-07-13 |
| CN105756270B true CN105756270B (en) | 2018-08-14 |
Family
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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) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| HUP1600554A2 (en) * | 2016-09-28 | 2018-05-02 | Novonovon Zrt | Reinforced pavement structure and procedure for the production of said structure |
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 |
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| Publication number | Publication date |
|---|---|
| CN105756270A (en) | 2016-07-13 |
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