CN105756278A - Groove type steel plate laminated slab component - Google Patents
Groove type steel plate laminated slab component Download PDFInfo
- Publication number
- CN105756278A CN105756278A CN201610199155.1A CN201610199155A CN105756278A CN 105756278 A CN105756278 A CN 105756278A CN 201610199155 A CN201610199155 A CN 201610199155A CN 105756278 A CN105756278 A CN 105756278A
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- Prior art keywords
- steel plate
- angle
- groove type
- punching
- groove
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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
- E04C2/38—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
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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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A groove type steel plate laminated slab component comprises a bottom plate and a concrete rib, a steel plate is arranged on the bottom plate, the bottom of the steel plate is embedded into the bottom plate, the top of the steel plate is embedded into the concrete rib, multiple grooves are formed in the steel plate, openings of the grooves face the bottom plate, the steel plate is located in the middle of the concrete rib, and supporting ribs protruding outward are arranged on the edges of the bottom plate; each groove is provided with a bottom edge, wherein one end of the bottom edge is connected with a first vertical edge, and the other end of the bottom edge is connected with a second vertical edge.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 groove type sheet pack panel members.
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 in that integral rigidity is relatively low, entire compression is low, be easily generated cracking, span is little, deadweight is relatively big, amount of reinforcement is more, the particularly heavier-weight of base plate, thickness must reach 60 millimeters-80 millimeters, cause that 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 for achieving the above object, is achieved through the following technical solutions: groove type sheet pack panel members, including base plate and concrete rib, base plate arranges steel plate, imbedding in base plate bottom steel plate, steel plate top Transducers Embedded in Concrete offers several groove in helping on steel plate, the opening of groove is towards base plate, steel plate is positioned at the middle part of concrete rib, and the edge of base plate is provided with outwardly brace rod, and groove has a base, the one end on base is connected with the first vertical edge, and the base other end and the second vertical edge connect.First vertical edge and the second vertical edge are hypotenuse, and the first vertical edge and vertical direction arrange the first angle α1, the second vertical edge and vertical direction arrange the second angle α2, the first angle α1With the second angle α2Angle is identical, the first angle α1Angle be 45o-60o.Several first punching is offered at the top of steel plate, and the edge of the first punching arranges the first little steel plate of outwards tilting, the area of the first little steel plate and the area equation of the first punching, arranges the 3rd angle α between the outer surface of the first little steel plate and the surface of steel plate3.Several second punching is offered in the bottom of steel plate, and the edge of the second punching arranges the second little steel plate of outwards tilting, the area of the second little steel plate and the area equation of the second punching, arranges the 4th angle α between the outer surface of the second little steel plate and the surface of steel plate4.3rd angle α3For 30o-75o, the 4th angle α4For 30o-75o, several first punchings are rods arranged in horizontal line, and on second punching steel plate convex between each two groove, the distance between each two punch center line in several first punchings is 10-35 millimeter.
The invention has the advantages that: it adopts industrial production line time processing molding, the stability in the large 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 arbitrarily intercept into section as required to use, bigger convenience is brought to user, the base plate of the superimposed sheet component of the present invention can be accomplished within 30 millimeters, under the premise 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 bulk strength height, firmness is good, indeformable, improve the advantages such as 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 light 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, base plate 3 arranges steel plate 2, imbed bottom steel plate 2 in base plate 3, steel plate 2 top Transducers Embedded in Concrete helps in 1, steel plate 2 is offered several groove 6, the opening of groove 6 is towards base plate 3, steel plate 2 is positioned at the middle part of concrete rib 1, the edge of base plate 3 is provided with outwardly brace rod 4, groove 6 has a base 11, the one end on base 11 is connected with the first vertical edge 12, base 11 other end and the second vertical edge 13 connect, first vertical edge 12 and the second vertical edge 13 are hypotenuse, first vertical edge 12 arranges the first angle α 1 with vertical direction, second vertical edge 13 arranges the second angle α 2 with vertical direction, first angle α 1 is identical with the second angle α 2 angle, the angle of the first angle α 1 is 45o-60o.This combinative structure can increase the load performance of superimposed sheet component, increases the performances such as its cross sectional moment of inertia.
The preferred version of the present invention is；Several first punching 7 is offered at the top of steel plate 2, the edge of the first punching 7 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, between the outer surface of the first little steel plate 9 and the surface of steel plate 2, the 3rd angle α 3 is set, 3rd angle α 3 is 30o-75o, and several first punchings 7 are in rods arranged in horizontal line.This structure increases the degree of being connected firmly of steel plate 2 and concrete rib 1, do not destroy the intensity of 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 steel plate 2, the edge of the second punching 8 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, between the outer surface of the second little steel plate 10 and the surface of steel plate 2, the 4th angle α 4 is set, 4th angle α 4 is 30o-75o, on second punching 8 steel plate convex between each two groove 6.The program further increases the degree of being connected firmly of 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.
In several first punching 7 of the present invention, the distance of the centreline space of each two punching is 10-30 millimeter.Said structure can be further ensured that steel plate 2 after helping the base plate 3 of 1 to be connected firmly in situation with concrete, thus being further ensured that the resistance to compression of superimposed sheet, cheating 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 (9)
1. groove type sheet pack panel members, it is characterized in that: include base plate (3) and concrete rib (1), base plate (3) arranges steel plate (2), in steel plate (2) bottom embedment base plate (3), steel plate (2) top Transducers Embedded in Concrete helps in (1), steel plate (2) is offered several groove (6), the opening of groove (6) is towards base plate (3), steel plate (2) is positioned at the middle part of concrete rib (1), the edge of base plate (3) is provided with outwardly brace rod (4), groove (6) has a base (11), the one end on base (11) is connected with the first vertical edge (12), base (11) other end and the second vertical edge (13) connect.
2. groove type sheet pack panel members according to claim 1, it is characterised in that: the first vertical edge (12) and the second vertical edge (13) they are hypotenuse, and the first vertical edge (12) and vertical direction arrange the first angle α1, the second vertical edge (13) and vertical direction arrange the second angle α2, the first angle α1With the second angle α2Angle is identical, the first angle α1Angle be 45o-60o.
3. groove type sheet pack panel members according to claim 1, it is characterized in that: several first punching (7) is offered at the top of steel plate (2), the edge of the first punching (7) 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), arrange the 3rd angle α between the outer surface of the first little steel plate (9) and the surface of steel plate (2)3。
4. groove type sheet pack panel members according to claim 1, it is characterized in that: several second punching (8) is offered in the bottom of steel plate (2), the edge of the second punching (8) 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), arrange the 4th angle α between the outer surface of the second little steel plate (10) and the surface of steel plate (2)4。
5. groove type sheet pack panel members according to claim 3, it is characterised in that: the 3rd angle α3For 30o-75o.
6. groove type sheet pack panel members according to claim 4, it is characterised in that: the 4th angle α4For 30o-75o.
7. groove type sheet pack panel members according to claim 3, it is characterised in that: several first punchings (7) are in rods arranged in horizontal line.
8. groove type sheet pack panel members according to claim 4, it is characterised in that: the second punching (8) is positioned on the steel plate convex between each two groove (6).
9. groove type sheet pack panel members according to claim 3, it is characterised in that: the distance between each two punch center line in several first punchings (7) is 10-35 millimeter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610199155.1A CN105756278B (en) | 2016-04-01 | 2016-04-01 | Groove type sheet pack panel members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610199155.1A CN105756278B (en) | 2016-04-01 | 2016-04-01 | Groove type sheet pack panel members |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105756278A true CN105756278A (en) | 2016-07-13 |
| CN105756278B CN105756278B (en) | 2018-04-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610199155.1A Active CN105756278B (en) | 2016-04-01 | 2016-04-01 | Groove type sheet pack panel members |
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| Country | Link |
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| CN (1) | CN105756278B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589932A (en) * | 2018-03-12 | 2018-09-28 | 许仲群 | A kind of pad nail and superimposed sheet and laminated structure member with ribbing with pad nail |
Citations (7)
| 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 |
| CN101418630A (en) * | 2008-11-03 | 2009-04-29 | 杨峰 | Pretensioned prestressing composite girder and method for producing the same |
| 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 |
| CN205558024U (en) * | 2016-04-01 | 2016-09-07 | 张波 | Recess formula sheet pack plywood component |
-
2016
- 2016-04-01 CN CN201610199155.1A patent/CN105756278B/en active Active
Patent Citations (7)
| 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 |
| CN101418630A (en) * | 2008-11-03 | 2009-04-29 | 杨峰 | Pretensioned prestressing composite girder and method for producing the same |
| 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 |
| CN205558024U (en) * | 2016-04-01 | 2016-09-07 | 张波 | Recess formula sheet pack plywood component |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589932A (en) * | 2018-03-12 | 2018-09-28 | 许仲群 | A kind of pad nail and superimposed sheet and laminated structure member with ribbing with pad nail |
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| Publication number | Publication date |
|---|---|
| CN105756278B (en) | 2018-04-06 |
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