CN105756278B - Groove type sheet pack panel members - Google Patents
Groove type sheet pack panel members Download PDFInfo
- Publication number
- CN105756278B CN105756278B CN201610199155.1A CN201610199155A CN105756278B CN 105756278 B CN105756278 B CN 105756278B CN 201610199155 A CN201610199155 A CN 201610199155A CN 105756278 B CN105756278 B CN 105756278B
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- CN
- China
- Prior art keywords
- steel plate
- angle
- bottom plate
- groove
- panel members
- 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
- E04C2/38—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
-
- 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
Abstract
Groove type sheet pack panel members, including bottom plate and concrete rib, steel plate is set, steel plate bottom is embedded in bottom plate on bottom plate, in Transducers Embedded in Concrete helps at the top of steel plate, several grooves are opened up on steel plate, the opening of groove is located at the middle part of concrete rib towards bottom plate, steel plate, the edge of bottom plate is provided with outwardly brace rod, groove has a base, and the one end on base is connected with the first vertical edge, and the base other end is connected with the second vertical edge.The bottom plate of the overlapping board member of the present invention can be accomplished within 30 millimeters, on the premise of the condition performances such as fabulous support, resistance to compression are reached, own wt reduces more than 50%, and alleviates the weight of beam, post, wall, basic component, adds the head room of construction level.The present invention also has the advantages that bulk strength is high, firmness is good, indeformable, raising structural quality.
Description
Technical field
The present invention relates to building element, is groove type sheet pack panel members.
Background technology
The overlapping board member that building field is commonly used has various structures, 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, deadweight is larger, amount of reinforcement is more, the particularly heavier-weight of bottom plate, thickness must reach 60 millimeter of -80 milli
Rice, causes the structural elements such as beam, post, wall, basis mutually to strain greatly, reduces floor height headroom, cast in place process when constructing at the scene
Complexity etc..
The content of the invention
It is an object of the present invention to provide one kind to organize space truss beam, and it can solve the problem that the deficiencies in the prior art.
The present invention to achieve the above object, is achieved through the following technical solutions：Groove type sheet pack panel members, including bottom
Plate and concrete rib, set steel plate on bottom plate, in steel plate bottom embedment bottom plate, in Transducers Embedded in Concrete helps at the top of steel plate, on steel plate
Several grooves are opened up, for the opening of groove towards bottom plate, steel plate is located at the middle part of concrete rib, and the edge of bottom plate is provided with convex
The brace rod gone out, groove have a base, and the one end on base is connected with the first vertical edge, and the base other end is connected with the second vertical edge.
First vertical edge and the second vertical edge are hypotenuse, and the first vertical edge sets the first angle α with vertical direction1, the second vertical edge and vertical direction
Second angle α is set2, the first angle α1With the second angle α2Angle is identical, the first angle α1Angle be 45o-60 o.Steel plate
Top open up several first punchings, the edge of the first punching sets the first small steel plate outwards tilted, the first small steel plate
Area and the area equation of the first punching, the 3rd angle α is set between the outer surface of the first small steel plate and the surface of steel plate3.Steel plate
Bottom open up several second punchings, the edge of the second punching sets the second small steel plate outwards tilted, the second small steel plate
Area and the area equation of the second punching, the 4th angle α is set between the outer surface of the second small steel plate and the surface of steel plate4.3rd
Angle α3For 30o-75 o, the 4th angle α4For 30o-75 o, several first punchings are in rods arranged in horizontal line, and the second punching is positioned at every
On steel plate convex between two grooves, the distance between each two punch center line in several first punchings is 10-35 millimeters.
The invention has the advantages that：It is processed and formed at one time using industrial production line, overlaps the resistance to overturning of board member
High, compressive property improves 50%-70% than prior art, overlaps that the cross sectional moment of inertia of 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 part do not produce cracking, especially suitable for big
The building requirements such as the factory building of span, workshop, warehouse, it is good to overlap the local stability of board member, 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
On the premise of the condition performances such as fabulous support, resistance to compression, own wt reduces more than 50%, and alleviates beam, post, wall, basic structure
The weight of part, add the head room of construction level.The present invention is also with bulk strength is high, firmness is good, indeformable, raising is built
The advantages that building amount of substance.
Brief description of the drawings
Accompanying drawing 1 is the structural representation of the present invention；Fig. 2 is Fig. 1 right side structural representation；Fig. 3 is Fig. 1 plan structure
Schematic diagram；Fig. 4 is the structural representation of Fig. 1 light plates 2；Fig. 5 is the A-A cross-sectional views in Fig. 4.
Embodiment
Compareing accompanying drawing, the present invention will be further described.
3 be bottom plate, bottom plate 3 and concrete rib 1 in figure, steel plate 2 is set on bottom plate 3, the bottom of steel plate 2 is embedded in bottom plate 3, steel
The top Transducers Embedded in Concrete of plate 2 is helped in 1, several grooves 6 is opened up on steel plate 2, the opening of groove 6 is towards bottom plate 3, and steel plate 2 is positioned at mixed
Coagulate the middle part of native rib 1, the edge of bottom plate 3 is provided with outwardly brace rod 4, and groove 6 has a base 11, and the one of base 11
End is connected with the first vertical edge 12, and the other end of base 11 is connected with the second vertical edge 13, and the first vertical edge 12 and the second vertical edge 13 are hypotenuse,
First vertical edge 12 sets the first angle α 1 with vertical direction, and the second vertical edge 13 sets the second angle α 2, the first folder with vertical direction
Angle α 1 is identical with the angle of the second angle α 2, and the angle of the first angle α 1 is 45o-60 o.This combining structure can increase overlapping
The load performance of board member, increase the performances such as its cross sectional moment of inertia.
The present invention preferred scheme be；The top of steel plate 2 opens up several first punchings 7, and the edge of the first punching 7 is set
The the first small steel plate 9 outwards tilted, the area of the first small steel plate 9 and the area equation of the first punching 7, the first small steel plate 9 it is outer
3rd angle α 3 is set between surface and the surface of steel plate 2, and the 3rd angle α 3 is 30o-75 o, and several first punchings 7 are in in-line
Arrangement.This structure increases steel plate 2 and the degree of being connected firmly of concrete rib 1, destruction steel plate 2 intensity of itself, and entering
One step increases the anti-pressure ability of superimposed sheet.
Further preferred scheme is the present invention：The bottom of steel plate 2 opens up several second punchings 8, the edge of the second punching 8
Place sets the second small steel plate 10 outwards tilted, the area of the second small steel plate 10 and the area equation of the second punching 8, the second small steel
4th angle α 4 is set between the outer surface of plate 10 and the surface of steel plate 2, and the 4th angle α 4 is 30o-75 o, and the second punching 8 is located at
On steel plate convex between each two groove 6.The program further increases the degree of being connected firmly of steel plate 2 and bottom plate 3, further
The performances such as resistance to compression, the bending resistance of superimposed sheet are improved, improve the service life of superimposed sheet.
The distance of the centreline space of each two punching is 10-30 millimeters in several first punchings 7 of the present invention.It is above-mentioned
Structure can be further ensured that steel plate 2 and concrete help 1 bottom plate 3 be connected after it is firm in the case of, so as to be further ensured that overlapping
The resistance to compression of plate, cheat the performance such as curved.
The reinforcing bar 5 in brace rod 4 and concrete rib 1 in bottom plate 3 of the present invention can be deformed bar.
Claims (6)
1. groove type sheet pack panel members, it is characterised in that：Including bottom plate（3）And concrete rib（1）, bottom plate（3）Upper setting
Steel plate（2）, steel plate（2）Bottom is embedded to bottom plate（3）It is interior, steel plate（2）Top Transducers Embedded in Concrete helps（1）It is interior, steel plate（2）On open up number
Individual groove（6）, groove（6）Opening towards bottom plate（3）, steel plate（2）Positioned at concrete rib（1）Middle part, bottom plate（3）Edge
Place is provided with outwardly brace rod（4）, groove（6）There is a base（11）, base（11）One end and the first vertical edge（12）
Connection, base（11）The other end and the second vertical edge（13）Connection, the first vertical edge（12）With the second vertical edge（13）It is perpendicular for hypotenuse, first
Side（12）The first angle α is set with vertical direction1, the second vertical edge（13）The second angle α is set with vertical direction2, the first angle α1
With the second angle α2Angle is identical, the first angle α1Angle be 45o-60 o, steel plate（2）Top open up several first punchings
（7）, the first punching（7）Edge the first small steel plate for outwards tilting is set（9）, the first small steel plate（9）Area and first
Punching（7）Area equation, the first small steel plate（9）Outer surface and steel plate（2）Surface between set the 3rd angle α3, steel plate
（2）Bottom open up several second punchings（8）, the second punching（8）Edge the second small steel plate for outwards tilting is set（10）,
Second small steel plate（10）Area and the second punching（8）Area equation, the second small steel plate（10）Outer surface and steel plate（2）'s
4th angle α is set between surface4。
2. groove type sheet pack panel members according to claim 1, it is characterised in that：3rd angle α3For 30o-75 o.
3. groove type sheet pack panel members according to claim 1, it is characterised in that：4th angle α4For 30o-75 o.
4. groove type sheet pack panel members according to claim 1, it is characterised in that：Several first punchings（7）In one
Font arranges.
5. groove type sheet pack panel members according to claim 1, it is characterised in that：Second punching（8）Positioned at every two
Individual groove（6）Between steel plate convex on.
6. groove type sheet pack panel members according to claim 1, it is characterised in that：Several first punchings（7）In
Distance between each two punch center line is 10-35 millimeters.
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 CN105756278A (en) | 2016-07-13 |
| CN105756278B true CN105756278B (en) | 2018-04-06 |
Family
ID=56346029
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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105756278B (en) |
Families Citing this family (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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105756278A (en) | 2016-07-13 |
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