CN207453082U - Steel construction stalk composite building components connection structure - Google Patents
Steel construction stalk composite building components connection structure Download PDFInfo
- Publication number
- CN207453082U CN207453082U CN201621481983.6U CN201621481983U CN207453082U CN 207453082 U CN207453082 U CN 207453082U CN 201621481983 U CN201621481983 U CN 201621481983U CN 207453082 U CN207453082 U CN 207453082U
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- groove profile
- shaped steel
- plate
- building components
- composite building
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Abstract
A kind of steel construction stalk composite building components connection structure, steel construction stalk composite building components including at least two interconnections, it is pillar and a beam wherein at least to include one, and connector, it is connected by being set on section bar upper sectional material by the bolt of square shank part between the bolt connecting hole second set on rectangular bolt connecting hole first and end coupling, and with reference to the position limiting structure of raised stuck point, solve the problems, such as that the bolt later stage inserts, the effect of simplifying mounting means, can realizing Fast Installation.
Description
Technical field
The invention mainly relates to the technical fields of steel structure member, are specifically that a kind of steel construction stalk composite building components connect
Binding structure.
Background technology
In recent years, since 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
Space having the cast that concrete is carried out component and filling skeleton by the form of building block or Concrete Filled is formed
Wall or floor support plate, this kind of packing material is from great, and heat-proof quality is low, and cast-in-site is needed to construct, when also solidifying
Between, inefficiency, construction environment is poor, has much room for improvement.
The content of the invention
It solves the above problems to be promoted, the present invention proposes a kind of steel construction stalk composite building components connection structure.
The technical scheme is that：A kind of steel construction stalk composite building components connection structure is handed over including at least two
The steel construction stalk composite building components of connection are pitched, are pillar and a beam and connector wherein at least including one, it is special
Sign is：
The pillar and Liang Jun include that two length are identical and the groove profile shaped steel of counterpart arrangement, the groove profile shaped steel include two
The web of the side plate of side and connection between the side plates, the flange of the edge of the side plate inwardly, flange part is put down with side plate
It goes and has gap, described two groove profile shaped steel are internally provided with straw compression core, the cross sectional shape of the core and two groove profiles
Cross-sectional shape matching inside shaped steel,
End coupling is equipped in the end of groove profile shaped steel, which includes two groove profile inclusion enclaves and end plate,
Two groove profile inclusion enclave ends are fixedly connected on end plate, and two groove profile inclusion enclaves include the trough rim plate and trough floor of both sides, slot
The cross-sectional shape of type inclusion enclave is matched with groove profile shaped steel exterior cross sectional shape, and two groove profile inclusion enclaves are coated on groove profile shaped steel
End,
The trough rim plate of groove profile inclusion enclave, the side plate of groove profile shaped steel are fixedly connected with flange three by rivet,
The connection end plate at least one group of opposite side, which is symmetrically stretched out outside groove profile inclusion enclave, forms outer, which is equipped with
Connecting hole；
The side of groove profile shaped steel and web are equipped with uniformly distributed rectangle bolt hole first along generatrix direction, in rectangle spiral shell first two
Side and inner surface positioned at shaped steel is equipped with centrosymmetric raised stuck point,
Trough rim plate, trough floor, the end plate of end coupling are equipped with corresponding rectangular with above-mentioned rectangle bolt first position
Shape bolt hole second,
It is attached in end coupling with the position that groove profile shaped steel is set with by the bolt of rectangle shank, the rectangle
The bolt of shank, which penetrates rotation after rectangle bolt hole first and second and contact with raised stuck point, to be blocked, and external nut of installing connects end
Fitting is fixedly connected with groove profile shape；
The side plate and web of the groove profile shaped steel are equipped with the anchor hole first along generatrix direction part, in end coupling
Groove profile inclusion enclave and end plate on correspondence position also be provided with matched anchor Kong Yi, end coupling is connected with groove profile shaped steel
Afterwards, rivet fixed anchoring hole first and anchor Kong Yi are passed through.
The straw compression body is formed by stacking for multilayer straw compression plate.
The beam is two both sides for being symmetrically mounted on pillar or the adjacent side at a right angle for being mounted on pillar；
Or the beam is three, and three sides of pillar are connected in " fourth " shape.
Or the beam is four, four sides in a cross-shaped mode for being connected to pillar.
Vertical connection between the two groove profile inclusion enclaves and end plate of the end coupling of the beam.
The straw compression body is formed by stacking to be followed successively by straw compression plate, thermal insulation board, fire-proof plate from center to both sides.
The solution have the advantages that：
The invention make use of the connection convenience of steel construction section bar, high intensity, while compression stalk core is embedded into steel
The inside of material for the scheme compared to original Concrete Filled, can reduce the dead weight of component, while can utilize stalk
Heat-insulating property promotes the heat-insulating property of the composite building components, promotes the heat insulating ability of the wall to finish a house.
It sets on section bar and leads between the bolt connecting hole second set on rectangular bolt connecting hole first and end coupling
The bolt connection of square shank part is crossed, and combines the position limiting structure of raised stuck point, solves the problems, such as that the bolt later stage inserts,
The effect of simplifying mounting means, can realizing Fast Installation.
Description of the drawings
Fig. 1 is the T-shaped attachment structure schematic diagram of steel construction stalk composite building components；
Fig. 2 is ten type attachment structure schematic diagram of steel construction stalk composite building components；
Fig. 3 is the steel construction stalk composite building components main structure diagram；
Fig. 4 is one of A-A cross-sectional views of Fig. 3；
Fig. 5 is the two of the A-A cross-sectional views of Fig. 3；
Fig. 6 is one of B-B cross-sectional views of Fig. 3；
Fig. 7 is the two of the B-B cross-sectional views of Fig. 3；
Fig. 8 is the close-up schematic view of Fig. 4 or Fig. 5；
Fig. 9 is the close-up schematic view of Fig. 6 or Fig. 7；
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, pillar, 2. beams, a1. outer-enwraped types end coupling, a2. straw compressions core, a3. groove profiles shaped steel, a4. rivetings in figure
Nail, a5. side's handle bolt, a6. run through bolt；A101. inclusion enclave, a102. end plates, a103. square holes second, a104. protrusion stuck points；
A301. the raised stuck point on square hole first, a302. shaped steel, a303. rivet holes.
Specific embodiment
Embodiment one：Referring to Fig. 1,4-12, a kind of steel construction stalk composite building components connection structure in figure, including at least
The steel construction stalk composite building components of two interconnections are pillar and a beam and connection wherein at least including one
Part, it is characterized in that：
The pillar and Liang Jun include that two length are identical and the groove profile shaped steel of counterpart arrangement, the groove profile shaped steel include two
The web of the side plate of side and connection between the side plates, the flange of the edge of the side plate inwardly, flange part is put down with side plate
It goes and has gap, described two groove profile shaped steel are internally provided with straw compression core, the cross sectional shape of the core and two groove profiles
Cross-sectional shape matching inside shaped steel,
End coupling is equipped in the end of groove profile shaped steel, which includes two groove profile inclusion enclaves and end plate,
Two groove profile inclusion enclave ends are fixedly connected on end plate, and two groove profile inclusion enclaves include the trough rim plate and trough floor of both sides, slot
The cross-sectional shape of type inclusion enclave is matched with groove profile shaped steel exterior cross sectional shape, and two groove profile inclusion enclaves are coated on groove profile shaped steel
End,
The trough rim plate of groove profile inclusion enclave, the side plate of groove profile shaped steel are fixedly connected with flange three by rivet,
The connection end plate at least one group of opposite side, which is symmetrically stretched out outside groove profile inclusion enclave, forms outer, which is equipped with
Connecting hole；
The side of groove profile shaped steel and web are equipped with uniformly distributed rectangle bolt hole first along generatrix direction, in rectangle spiral shell first two
Side and inner surface positioned at shaped steel is equipped with centrosymmetric raised stuck point,
Trough rim plate, trough floor, the end plate of end coupling are equipped with corresponding rectangular with above-mentioned rectangle bolt first position
Shape bolt hole second,
At the position of end coupling and groove profile shaped steel suit by the way that the bolt of rectangle shank is attached, this is rectangular
The bolt of shape shank, which penetrates rotation after rectangle bolt hole first and second and contact with raised stuck point, to be blocked, and external nut of installing is by end
Connector is fixedly connected with groove profile shape.
The side plate and web of the groove profile shaped steel are equipped with the anchor hole first along generatrix direction part, in end coupling
Groove profile inclusion enclave and end plate on correspondence position also be provided with matched anchor Kong Yi, end coupling is connected with groove profile shaped steel
Afterwards, rivet fixed anchoring hole first and anchor Kong Yi are passed through.
The straw compression body is formed by stacking for multilayer straw compression plate.
The beam is two both sides for being symmetrically mounted on pillar or the adjacent side at a right angle for being mounted on pillar；
Or the beam is three, and three sides of pillar are connected in " fourth " shape.
Vertical connection between the two groove profile inclusion enclaves and end plate of the end coupling of the beam.
Two groove profile inclusion enclaves of the end coupling of the beam and the part of end plate connection are equipped with transition bight portion, transition
Vertical connection between the outer end of bight portion and end plate.
Embodiment two：Referring to Fig. 2, embodiment two and embodiment one are essentially identical, and something in common does not repeat, difference
For the beam described in embodiment two is four, four sides in a cross-shaped mode for being connected to pillar.
Claims (6)
1. a kind of steel construction stalk composite building components connection structure, the steel construction stalk including at least two interconnections are compound
Building element is pillar and a beam and connector wherein at least including one, it is characterized in that：
The pillar and Liang Jun include that two length are identical and the groove profile shaped steel of counterpart arrangement, the groove profile shaped steel include both sides
Side plate and connection web between the side plates, the flange of the edge of the side plate inwardly, flange part are parallel with side plate simultaneously
There is gap, described two groove profile shaped steel are internally provided with straw compression core, the cross sectional shape of the core and two groove profile shaped steel
Internal cross-sectional shape matching,
The end of groove profile shaped steel be equipped with end coupling, the end coupling include two groove profile inclusion enclaves and end plate, two
Groove profile inclusion enclave end is fixedly connected on end plate, and two groove profile inclusion enclaves include the trough rim plate and trough floor of both sides, groove profile bag
The cross-sectional shape for wrapping up in body is matched with groove profile shaped steel exterior cross sectional shape, and two groove profile inclusion enclaves are coated on the end of groove profile shaped steel
Portion,
The trough rim plate of groove profile inclusion enclave, the side plate of groove profile shaped steel are fixedly connected with flange three by rivet,
The connection end plate at least one group of opposite side, which is symmetrically stretched out outside groove profile inclusion enclave, forms outer, which is equipped with connection
Hole；
The side of groove profile shaped steel and web are equipped with uniformly distributed rectangle bolt hole first along generatrix direction, in rectangle bolt hole first two
Side and inner surface positioned at shaped steel is equipped with centrosymmetric raised stuck point,
Trough rim plate, trough floor, the end plate of end coupling are equipped with rectangle corresponding with above-mentioned rectangle bolt hole first position
Bolt hole second,
It is attached in end coupling with the position that groove profile shaped steel is set with by the bolt of rectangle shank, the rectangle shank
Bolt penetrate rotation after rectangle bolt hole first and second and contact with raised stuck point and block, external nut of installing is by end coupling
It is fixedly connected with groove profile shape.
2. steel construction stalk composite building components connection structure according to claim 1, it is characterized in that：The groove profile type
The side plate and web of steel are equipped with the anchor hole first along generatrix direction part, on the groove profile inclusion enclave and end plate of end coupling
Correspondence position also be provided with matched anchor Kong Yi, after end coupling is connected with groove profile shaped steel, pass through rivet fixed anchoring hole
First and anchor Kong Yi.
3. steel construction stalk composite building components connection structure according to claim 1, it is characterized in that：The stalk pressure
Contracting body is formed by stacking for multilayer straw compression plate.
4. steel construction stalk composite building components connection structure according to claim 1, it is characterized in that：
The beam is two both sides for being symmetrically mounted on pillar or the adjacent side at a right angle for being mounted on pillar；
Or the beam is three, and three sides of pillar are connected in " fourth " shape；
Or the beam is four, four sides in a cross-shaped mode for being connected to pillar.
5. steel construction stalk composite building components connection structure according to claim 1, it is characterized in that：The end of the beam
Vertical connection between the two groove profile inclusion enclaves and end plate of connector.
6. steel construction stalk composite building components connection structure according to claim 1, it is characterized in that：The stalk pressure
Contracting body is formed by stacking to be followed successively by straw compression plate, thermal insulation board, fire-proof plate from center to both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621481983.6U CN207453082U (en) | 2016-12-30 | 2016-12-30 | Steel construction stalk composite building components connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621481983.6U CN207453082U (en) | 2016-12-30 | 2016-12-30 | Steel construction stalk composite building components connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207453082U true CN207453082U (en) | 2018-06-05 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621481983.6U Withdrawn - After Issue CN207453082U (en) | 2016-12-30 | 2016-12-30 | Steel construction stalk composite building components connection structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592758A (en) * | 2016-12-30 | 2017-04-26 | 河南奥斯派克科技有限公司 | Steel structural straw composite building component connecting structure |
-
2016
- 2016-12-30 CN CN201621481983.6U patent/CN207453082U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592758A (en) * | 2016-12-30 | 2017-04-26 | 河南奥斯派克科技有限公司 | Steel structural straw composite building component connecting structure |
| CN106592758B (en) * | 2016-12-30 | 2022-02-22 | 河南奥斯派克科技有限公司 | Steel structure straw composite building component connecting structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180605 Effective date of abandoning: 20220222 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20180605 Effective date of abandoning: 20220222 |