CN207063264U - The compound floor support plate component of steel construction stalk material plate - Google Patents
The compound floor support plate component of steel construction stalk material plate Download PDFInfo
- Publication number
- CN207063264U CN207063264U CN201621480337.8U CN201621480337U CN207063264U CN 207063264 U CN207063264 U CN 207063264U CN 201621480337 U CN201621480337 U CN 201621480337U CN 207063264 U CN207063264 U CN 207063264U
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- groove profile
- plate
- shaped steel
- steel construction
- crossbeam
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Abstract
A kind of compound floor support plate component of steel construction stalk material plate, including top panel, lower panel and inner side joist body；Top panel is mated formation in joist body both sides respectively, the inner side joist body is to include crossbeam, longeron and cant beam to dock the steel construction stalk composite building components attachment structure to be formed by end coupling, and the straw compression core body of matching is filled in the crossbeam, longeron and cant beam gap；The compound floor support plate component of steel construction stalk material plate, it make use of the connection convenience of steel construction section bar, high intensity, compression stalk core body is embedded into the inside of steel simultaneously, for scheme compared to original Concrete Filled, the deadweight of component can be reduced, while the heat-insulating property of stalk can be utilized to lift the heat-insulating property of the composite building components, lifts the heat insulating ability of the wall to finish a house.
Description
Technical field
The invention mainly relates to the technical field of steel structure member, specifically a kind of compound building of steel construction stalk material plate is held
Board member.
Background technology
In recent years, because speed of application is fast, the advantages that production efficiency is high, steel structure member uses skill as building framework
Art scheme is more and more, general to go back after the completion of steel structure member is built as skeleton for the civil buildings used for a long time
There is the cast that concrete is carried out to component, and the space between skeleton is filled by the form of building block or Concrete Filled and formed
Wall or floor support plate, this kind of packing material is from great, and heat-proof quality is low, and needs cast-in-site to construct, when also solidifying
Between, efficiency is low, and construction environment is poor, has much room for improvement.
The content of the invention
Solved the above problems to be lifted, the present invention proposes a kind of compound floor support plate component of steel construction stalk material plate.
The technical scheme is that：A kind of compound floor support plate component of steel construction stalk material plate, including top panel, below
Plate and inner side joist body；Top panel is mated formation in joist body both sides respectively, it is characterized in that：The inner side joist body be include crossbeam,
Longeron and cant beam dock the steel construction stalk composite building components attachment structure to be formed by end coupling, the crossbeam,
The straw compression core body of filling matching in longeron and cant beam gap；
The crossbeam, longeron and cant beam use steel construction stalk composite building components, including two length are identical and counterpart
The groove profile shaped steel of arrangement, the groove profile shaped steel include the web of the side plate and connection of both sides between the side plates, the side of described sidepiece
Along the flange to inner side, flange part is parallel with side plate and has gap, and straw compression is provided with inside described two groove profile shaped steel
Core body, the cross sectional shape of the core body match with the shape of cross section inside two groove profile shaped steel；
Described end coupling includes two groove profile inclusion enclaves and end plate, and two groove profile inclusion enclave ends are fixedly connected on
On end plate, two groove profile inclusion enclaves include the trough rim plate and trough floor of both sides, shape of cross section and the groove profile type of groove profile inclusion enclave
Steel exterior cross sectional shape matches, and two groove profile inclusion enclaves are coated on the end of groove profile shaped steel, trough rim plate, the groove of groove profile inclusion enclave
The side plate of type shaped steel is fixedly connected with flange three by rivet, and described connection end plate at least one group of opposite side symmetrically stretches out groove
Outer is formed outside type inclusion enclave, the outer is provided with connecting hole；The sidepiece and web of groove profile shaped steel are provided with uniform along generatrix direction
Rectangle bolt hole first, be provided with centrosymmetric raised stuck point in rectangle Luo Jia both sides and positioned at the inner surface of shaped steel,
Trough rim plate, trough floor, the end plate of end coupling are provided with the rectangle bolt hole with above-mentioned rectangle bolt first position correspondence
Second, at the position of end coupling and groove profile shaped steel suit by the way that the bolt of rectangle shank is attached, the rectangle shank
Bolt penetrate rotation after rectangle bolt hole first and second and contact with raised stuck point and block, outside nut of installing is by end coupling
It is fixedly connected with groove profile shaped steel.
The annexation of described crossbeam, longeron and cant beam is two both sides for being symmetrically mounted on crossbeam, or at a right angle
Installed in the adjacent side of crossbeam.
Described straw compression body is formed by stacking to be followed successively by straw compression plate, warming plate, fire-proof plate from center to both sides.
The solution have the advantages that：
The compound floor support plate component of steel construction stalk material plate, make use of the connection convenience of steel construction section bar, high intensity,
While compression stalk core body is embedded into the inside of steel, for the scheme compared to original Concrete Filled, structure can be reduced
The deadweight of part, while the heat-insulating property of stalk can be utilized to lift the heat-insulating property of the composite building components, lifting finishes a house
Wall heat insulating ability.
Set on section bar and lead between the bolt connecting hole second set on rectangular bolt connecting hole first and end coupling
The bolt connection for crossing square shank part is fixed, and combines the position limiting structure of raised stuck point, solves the problems, such as that the bolt later stage inserts,
Simplify mounting means, it is possible to achieve the effect of Fast Installation.
Brief description of the drawings
Fig. 1 is one of structural representation of floor support plate；
Fig. 2 is Fig. 1 F-F cross-sectional views；
Fig. 3 is the steel construction stalk composite building components main structure diagram；
Fig. 4 is one of Fig. 3 A-A cross-sectional views；
Fig. 5 is the two of Fig. 3 A-A cross-sectional views；
Fig. 6 is one of Fig. 3 B-B cross-sectional views；
Fig. 7 is the two of Fig. 3 B-B cross-sectional views；
Fig. 8 is Fig. 4 or Fig. 5 close-up schematic view；
Fig. 9 is Fig. 6 or Fig. 7 close-up schematic view；
Figure 10 is the outer-enwraped type end coupling main structure diagram；
Figure 11 is left view structural representation in Figure 10；
Figure 12 is the cross-sectional structure schematic diagram of groove profile shaped steel in Fig. 1；
1, longeron, 2. crossbeams, 3. cant beams, 4. top panels, 5. lower panels, 6. truss in figure.
A1. outer-enwraped type end coupling, a2. straw compressions core body, a3. groove profiles shaped steel, a4. rivets, a5. side's handle bolt,
A6. run through bolt；A101. inclusion enclave, a102. end plates, a103. square holes second, a104. projection stuck points；A301. square hole first, a302.
Raised stuck point, a303. rivet holes on shaped steel.
Embodiment
Embodiment one：Referring to Fig. 1-12, a kind of compound floor support plate component of steel construction stalk material plate in figure, including above
Plate, lower panel and inner side joist body；Top panel is mated formation in joist body both sides respectively, it is characterized in that：The inner side joist body is bag
Include crossbeam, longeron and cant beam and the steel construction stalk composite building components attachment structure to be formed is docked by end coupling, in institute
State the straw compression core body of filling matching in crossbeam, longeron and cant beam gap；
The crossbeam, longeron and cant beam use steel construction stalk composite building components, including two length are identical and counterpart
The groove profile shaped steel of arrangement, the groove profile shaped steel include the web of the side plate and connection of both sides between the side plates, the side of described sidepiece
Along the flange to inner side, flange part is parallel with side plate and has gap, and straw compression is provided with inside described two groove profile shaped steel
Core body, the cross sectional shape of the core body match with the shape of cross section inside two groove profile shaped steel；
Described end coupling includes two groove profile inclusion enclaves and end plate, and two groove profile inclusion enclave ends are fixedly connected on
On end plate, two groove profile inclusion enclaves include the trough rim plate and trough floor of both sides, shape of cross section and the groove profile type of groove profile inclusion enclave
Steel exterior cross sectional shape matches, and two groove profile inclusion enclaves are coated on the end of groove profile shaped steel, trough rim plate, the groove of groove profile inclusion enclave
The side plate of type shaped steel is fixedly connected with flange three by rivet, and described connection end plate at least one group of opposite side symmetrically stretches out groove
Outer is formed outside type inclusion enclave, the outer is provided with connecting hole；The sidepiece and web of groove profile shaped steel are provided with uniform along generatrix direction
Rectangle bolt hole first, be provided with centrosymmetric raised stuck point in rectangle Luo Jia both sides and positioned at the inner surface of shaped steel,
Trough rim plate, trough floor, the end plate of end coupling are provided with the rectangle bolt hole with above-mentioned rectangle bolt first position correspondence
Second, at the position of end coupling and groove profile shaped steel suit by the way that the bolt of rectangle shank is attached, the rectangle shank
Bolt penetrate rotation after rectangle bolt hole first and second and contact with raised stuck point and block, outside nut of installing is by end coupling
It is fixedly connected with groove profile shaped steel.
Set between the bolt connecting hole second set on rectangular bolt connecting hole first and end coupling by square
The bolt connection of shank is fixed, and combines the position limiting structure of raised stuck point, solves the problems, such as that the bolt later stage is difficult to insert, letter
Mounting means is changed, it is possible to achieve the effect of Fast Installation.
The annexation of described crossbeam, longeron and cant beam is two both sides for being symmetrically mounted on crossbeam, or at a right angle
Installed in the adjacent side of crossbeam.
Described straw compression body is formed by stacking to be followed successively by straw compression plate, warming plate, fire-proof plate from center to both sides.
Claims (3)
1. a kind of compound floor support plate component of steel construction stalk material plate, including top panel, lower panel and inner side joist body；Top panel
Mat formation respectively in joist body both sides, it is characterized in that：The inner side joist body be include crossbeam, longeron is connected with cant beam by end
Part docks the steel construction stalk composite building components attachment structure to be formed, the filling in the crossbeam, longeron and cant beam gap
The straw compression core body matched somebody with somebody；
The crossbeam, longeron and cant beam use steel construction stalk composite building components, including two length are identical and counterpart is arranged
Groove profile shaped steel, the web of the side plate and connection of the groove profile shaped steel including both sides between the side plates, the edge of described side plate to
The flange of inner side, flange part is parallel with side plate and has gap, and straw compression core body is provided with inside described two groove profile shaped steel,
The cross sectional shape of the core body matches with the shape of cross section inside two groove profile shaped steel；
Described end coupling includes two groove profile inclusion enclaves and end plate, and two groove profile inclusion enclave ends are fixedly connected on end plate
On, two groove profile inclusion enclaves include the trough rim plate and trough floor of both sides, the shape of cross section of groove profile inclusion enclave with outside groove profile shaped steel
Cross section form fit, two groove profile inclusion enclaves are coated on the end of groove profile shaped steel, trough rim plate, the groove profile type of groove profile inclusion enclave
The side plate of steel is fixedly connected with flange three by rivet, and described connection end plate at least one group of opposite side symmetrically stretches out groove profile bag
External formation outer is wrapped up in, the outer is provided with connecting hole；The side plate and web of groove profile shaped steel are provided with uniform length along generatrix direction
Square bolt hole first, centrosymmetric raised stuck point is provided with rectangle bolt hole first both sides and positioned at the inner surface of shaped steel,
Trough rim plate, trough floor, the end plate of end coupling are provided with the rectangle bolt with above-mentioned rectangle bolt hole first position correspondence
Kong Yi, at the position of end coupling and groove profile shaped steel suit by the way that the bolt of rectangle shank is attached, the rectangle handle
The bolt in portion, which penetrates rotation after rectangle bolt hole first and second and contact with raised stuck point, to be blocked, and outside nut of installing connects end
Part is fixedly connected with groove profile shaped steel.
2. the compound floor support plate component of steel construction stalk material plate according to claim 1, it is characterized in that：Described crossbeam,
The annexation of longeron and cant beam is two both sides for being symmetrically mounted on crossbeam, or the sides adjacent at a right angle for being arranged on crossbeam
Face.
3. the compound floor support plate component of steel construction stalk material plate according to claim 1, it is characterized in that：Described stalk pressure
Contracting body is formed by stacking to be followed successively by straw compression plate, warming plate, fire-proof plate from center to both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621480337.8U CN207063264U (en) | 2016-12-30 | 2016-12-30 | The compound floor support plate component of steel construction stalk material plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621480337.8U CN207063264U (en) | 2016-12-30 | 2016-12-30 | The compound floor support plate component of steel construction stalk material plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207063264U true CN207063264U (en) | 2018-03-02 |
Family
ID=61500432
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621480337.8U Withdrawn - After Issue CN207063264U (en) | 2016-12-30 | 2016-12-30 | The compound floor support plate component of steel construction stalk material plate |
Country Status (1)
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| CN (1) | CN207063264U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760102A (en) * | 2016-12-30 | 2017-05-31 | 河南奥斯派克科技有限公司 | The compound floor support plate component of steel construction stalk material plate |
-
2016
- 2016-12-30 CN CN201621480337.8U patent/CN207063264U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760102A (en) * | 2016-12-30 | 2017-05-31 | 河南奥斯派克科技有限公司 | The compound floor support plate component of steel construction stalk material plate |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 Termination date: 20191230 |
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| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180302 Effective date of abandoning: 20220222 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20180302 Effective date of abandoning: 20220222 |