CN205558024U - Recess formula sheet pack plywood component - Google Patents
Recess formula sheet pack plywood component Download PDFInfo
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- CN205558024U CN205558024U CN201620265635.9U CN201620265635U CN205558024U CN 205558024 U CN205558024 U CN 205558024U CN 201620265635 U CN201620265635 U CN 201620265635U CN 205558024 U CN205558024 U CN 205558024U
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- bottom plate
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Abstract
Recess formula sheet pack plywood component including bottom plate and concrete rib, sets up the steel sheet on the bottom plate, in the bottom plate was buryyed to the steel sheet bottom, the steel sheet top was buryyed in the concrete helps, sets up the several recess on the steel sheet, opening towards the bottom plate of recess, and the steel sheet is located the middle part of concrete rib, and the border department of bottom plate is equipped with outside convex brace rod, and the recess has a base, and the one end and the first perpendicular limit on base are connected, and the base other end is connected with second vertical stroke limit. The utility model discloses a within possible 30 millimeters of the bottom plate of superimposed sheet component, reach conditionitys such as fabulous support, resistance to compression can the prerequisite under, self weight loss more than 50% to alleviate roof beam, post, wall, basic component 's weight, increased building layer's headroom. The utility model discloses still have bulk strength height, firmness good, indeformable, improve advantage such as building quality.
Description
Technical field
This utility model relates to building element, is 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 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.
Utility model content
The purpose of this utility model is to provide a kind of group space truss beam, and it can solve the problem that the deficiencies in the prior art.
This utility model is for achieving the above object, it is achieved through the following technical solutions: groove type sheet pack panel members, including base plate and concrete rib, steel plate is set on base plate, imbed bottom steel plate in base plate, in steel plate top Transducers Embedded in Concrete helps, several groove is offered 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 45-60.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 α3It is 30-75, the 4th angle α4Being 30-75, 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.
This utility model advantage is: it uses industrial production line to be processed and formed at one time, 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 the most arbitrarily intercept into section to use, bigger convenience is brought to user, within the base plate of superimposed sheet component of the present utility model 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.This utility model also has the advantages such as bulk strength is high, firmness is good, indeformable, raising structural quality.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present utility model；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
This utility model is described further by comparison accompanying drawing.
In figure, 3 is base plate, base plate 3 and concrete rib 1, steel plate 2 is set on base plate 3, imbed bottom steel plate 2 in base plate 3, in steel plate 2 top Transducers Embedded in Concrete helps 1, several groove 6 is offered on steel plate 2, 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 45-60.This combinative structure can increase the load performance of superimposed sheet component, increases the performances such as its cross sectional moment of inertia.
Preferred version of the present utility model 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 30-75, 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 this utility model 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 30-75, 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 described in the utility model, the distance of the centreline space of each two punching is 10-30 millimeter.Said structure can be further ensured that 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 described in the utility model and the reinforcing bar 5 in concrete rib 1 can be deformed bars.
Claims (8)
1. groove type sheet pack panel members, it is characterized in that: include base plate (3) and concrete rib (1), steel plate (2) is set on base plate (3), in steel plate (2) bottom embedment base plate (3), in steel plate (2) top Transducers Embedded in Concrete helps (1), several groove (6) is offered on steel plate (2), the opening of groove (6) is towards base plate (3), steel plate (2) is positioned at the middle part of concrete rib (1), 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.
Groove type sheet pack panel members the most 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 45-60.
Groove type sheet pack panel members the most 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, the 3rd angle is acute angle.
Groove type sheet pack panel members the most 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。
Groove type sheet pack panel members the most according to claim 4, it is characterised in that: the 4th angle α4It is 30-75.
Groove type sheet pack panel members the most according to claim 3, it is characterised in that: several first punchings (7) are in rods arranged in horizontal line.
Groove type sheet pack panel members the most 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).
Groove type sheet pack panel members the most 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 |
|---|---|---|---|
| CN201620265635.9U CN205558024U (en) | 2016-04-01 | 2016-04-01 | Recess formula sheet pack plywood component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620265635.9U CN205558024U (en) | 2016-04-01 | 2016-04-01 | Recess formula sheet pack plywood component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205558024U true CN205558024U (en) | 2016-09-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620265635.9U Active CN205558024U (en) | 2016-04-01 | 2016-04-01 | Recess formula sheet pack plywood component |
Country Status (1)
| Country | Link |
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| CN (1) | CN205558024U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756278A (en) * | 2016-04-01 | 2016-07-13 | 张波 | Groove type steel plate laminated slab component |
-
2016
- 2016-04-01 CN CN201620265635.9U patent/CN205558024U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756278A (en) * | 2016-04-01 | 2016-07-13 | 张波 | Groove type steel plate laminated slab component |
| CN105756278B (en) * | 2016-04-01 | 2018-04-06 | 张波 | Groove type sheet pack panel members |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |