CN205476038U - Wave steel sheet formula superimposed sheet component - Google Patents
Wave steel sheet formula superimposed sheet component Download PDFInfo
- Publication number
- CN205476038U CN205476038U CN201620265739.XU CN201620265739U CN205476038U CN 205476038 U CN205476038 U CN 205476038U CN 201620265739 U CN201620265739 U CN 201620265739U CN 205476038 U CN205476038 U CN 205476038U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- waveform steel
- punching
- superimposed sheet
- several
- 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.)
- Active
Links
Abstract
Wave steel sheet formula superimposed sheet component includes and bottom plate and concrete rib sets up the wave steel sheet between bottom plate and the concrete rib that in the bottom plate was buryyed to wave steel sheet direction of height bottom, the several through -hole was seted up in buryying the concrete rib in wave steel sheet direction of height top on the wave steel sheet. 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 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.
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: 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 centrage1For 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.
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 medium wave shape wave steel 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, 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 combinative 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.
Preferred version of the present utility model 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 this utility model 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 described in the utility model2For 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 described in the utility model and the reinforcing bar 5 in concrete rib 1 can be deformed bars.
Claims (6)
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 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 2, 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 4, it is characterised in that: several second punchings (8) are in rods arranged in horizontal line.
6. according to the waveform steel plate type superimposed sheet component described in Claims 2 or 3, it is characterised in that: distance L of the centreline space of each two punching in several first punchings (7)2For 10-30 millimeter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620265739.XU CN205476038U (en) | 2016-04-02 | 2016-04-02 | Wave steel sheet formula superimposed sheet component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620265739.XU CN205476038U (en) | 2016-04-02 | 2016-04-02 | Wave steel sheet formula superimposed sheet component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205476038U true CN205476038U (en) | 2016-08-17 |
Family
ID=56645609
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620265739.XU Active CN205476038U (en) | 2016-04-02 | 2016-04-02 | Wave steel sheet formula superimposed sheet component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205476038U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756270A (en) * | 2016-04-02 | 2016-07-13 | 张波 | Waved steel plate type laminated slab component |
-
2016
- 2016-04-02 CN CN201620265739.XU patent/CN205476038U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756270A (en) * | 2016-04-02 | 2016-07-13 | 张波 | Waved steel plate type laminated slab component |
| CN105756270B (en) * | 2016-04-02 | 2018-08-14 | 张波 | Waveform steel plate type overlaps board member |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103216039A (en) | Combined type steel pipe concrete special-shaped column with honeycomb-hole partition plate | |
| CN205476063U (en) | Recess of buckling shape steel sheet formula superimposed sheet component | |
| CN105822012B (en) | Bend groove type steel plate type overlapping board member | |
| CN205476038U (en) | Wave steel sheet formula superimposed sheet component | |
| CN205558024U (en) | Recess formula sheet pack plywood component | |
| CN204081070U (en) | A kind of large span steel frame beam cantilevered structure | |
| CN105756270A (en) | Waved steel plate type laminated slab component | |
| CN105756278B (en) | Groove type sheet pack panel members | |
| CN205116556U (en) | Novel concrete combination beam | |
| CN205475942U (en) | Prestressing force superimposed sheet component | |
| CN205476059U (en) | Concrete rib superimposed sheet component | |
| CN205475867U (en) | Strengthen U type light gauge steel | |
| CN105908882A (en) | Reinforced concrete box-girder with lowerable section height and construction method thereof | |
| CN203147247U (en) | High-strength H-type steel with web | |
| CN204112584U (en) | A kind of expansion wing formula corrugated web steel-frame beam | |
| CN206655321U (en) | A kind of latticed shell structure across two layer of space greatly | |
| CN105756253B (en) | A kind of prestressing force overlaps board member | |
| CN209457268U (en) | Steel reinforced concrete combines flat column | |
| CN208455875U (en) | A kind of steel plate of Masonry Wall variable cross-section is de- to change structure | |
| CN202689180U (en) | Double-layer beam structure | |
| CN205276610U (en) | Open aluminum curtain wall | |
| CN218880942U (en) | Basement roof lifts post structure and basement structure | |
| TWM590209U (en) | Equipment base | |
| CN205935368U (en) | Cavity wire mould spare | |
| CN218204913U (en) | Bent rod and space grid structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |