CN218264947U - Steel structure outer eave node angle steel supporting structure - Google Patents
Steel structure outer eave node angle steel supporting structure Download PDFInfo
- Publication number
- CN218264947U CN218264947U CN202221851980.2U CN202221851980U CN218264947U CN 218264947 U CN218264947 U CN 218264947U CN 202221851980 U CN202221851980 U CN 202221851980U CN 218264947 U CN218264947 U CN 218264947U
- Authority
- CN
- China
- Prior art keywords
- steel
- node
- steel sheet
- vertical
- lower extreme
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an outer eaves node angle steel bearing structure of steel construction, including being used for pouring the formwork subassembly that forms outer eaves node and building carrier plate, the steel sheet has been laid in the lower part that corresponds outer eaves node to the formwork subassembly, and the inboard lower extreme fixed stay of steel sheet has the girder steel, and this girder steel is located between building carrier plate and the outer eaves node lower part, outer eaves node is located the upper portion in the steel sheet outside, supports between the outside lower extreme of girder steel and steel sheet and fixes cornered steel supporting component, angle steel supporting component is including a plurality of support module that set up along steel sheet transverse distribution, every support module all includes horizontal pole, down tube, and the horizontal pole extends the lower extreme that sets up and be fixed in the steel sheet towards the horizontal direction, and the both ends of down tube are fixed mutually with the lower extreme of the outer one end of horizontal pole, girder steel respectively. The utility model is not only simple in structure, higher efficiency of construction has moreover, also has higher security.
Description
Technical Field
The utility model relates to an outer eaves node angle steel bearing structure of steel construction.
Background
At present, the traditional building outer eaves have the characteristics of complex and changeable node, large span, high floor and the like, and the tradition mainly adopts a formwork mode to construct, and not only the construction procedure is loaded down with trivial details, and the time limit for a project is longer, has certain potential safety hazard moreover. Therefore, a plurality of buildings with steel-concrete structures are mixed at present, and not only can meet the assembly type requirements, but also can meet the use requirements.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides an eaves node angle steel bearing structure outside steel construction, simple structure not only has higher efficiency of construction moreover, also has higher security.
In order to realize the above-mentioned purpose, the utility model provides an outer eaves node angle steel bearing structure of steel construction, including being used for pouring the formwork subassembly that forms outer eaves node and building carrier plate, the steel sheet has been laid to the lower part that formwork subassembly corresponds outer eaves node, and the inboard lower extreme fixed stay of steel sheet has the girder steel, and this girder steel is located between building carrier plate and the outer eaves node lower part, outer eaves node is located the upper portion in the steel sheet outside, supports between the outside lower extreme of girder steel and steel sheet and fixes the angle steel supporting component, angle steel supporting component is including a plurality of support modules that set up along steel sheet transverse distribution, every support module all includes horizontal pole, down tube, and the horizontal pole extends the lower extreme that sets up and be fixed in the steel sheet towards the horizontal direction, and the both ends of down tube are fixed mutually with the lower extreme of the one end outwards, the girder steel of horizontal pole respectively.
Further, the transverse cross section of horizontal pole, down tube is L type structure, and all includes vertical riser, horizontal diaphragm, fixed connection between the outer end of the riser of horizontal pole and the upper end of the riser of down tube, the girder steel be the I shape, its vertical section including erect put, connect respectively about vertical section two horizontal sections of horizontal at both ends, the vertical section of girder steel with be located between the horizontal section of vertical section lower extreme and be connected and be provided with the backup pad, fixed connection between the lower extreme of the riser of backup pad and down tube.
Furthermore, the support module is also provided with a vertical rod, the transverse section of the vertical rod is of an L-shaped structure and comprises a vertical plate and a transverse plate, and the upper end and the lower end of the vertical plate of the vertical rod are respectively fixedly connected with the inner end of the vertical plate of the transverse rod and the lower end of the vertical plate of the inclined rod.
Furtherly, the horizontal section fixed connection of the inner and the vertical section upper end that is located of girder steel of horizontal pole.
Further, the fixed connection is welding.
The beneficial effects of the utility model are that: the shaping is pour with the building carrier plate adoption formwork subassembly to the outer eaves node of building, the steel sheet, the setting of girder steel and angle steel supporting component can provide reliable supporting effect, and can provide the support module of different quantity and different distribution densities according to the complexity of node, and also can adjust the horizontal pole of support module, the length of diagonal bar as required, simple structure not only, it is convenient, swift to build, can improve the efficiency of construction, and have higher security.
Drawings
FIG. 1 is a schematic diagram of an embodiment of the present invention;
fig. 2 is a schematic cross-sectional view of a cross bar, a diagonal bar or a vertical bar according to an embodiment of the present invention.
Detailed Description
The utility model discloses outer eaves node angle steel bearing structure's of steel construction embodiment is as shown in the figure, including being used for pouring the formwork subassembly that forms outer eaves node 11 and building carrier plate 12, formwork subassembly is common formwork structure, including template 31, wood square column 32, steel pipe 33, screw rod 34 etc., the steel sheet 35 has been laid to the lower part that formwork subassembly corresponds outer eaves node 11, the inboard lower extreme fixed stay of steel sheet 35 has girder steel 2, this girder steel 2 is located between building carrier plate 12 and the outer eaves node 11 lower part, outer eaves node 11 is located the upper portion in the steel sheet 35 outside, supports fixed angular steel supporting component between the outside lower extreme of girder steel 2 and steel plate 35, angle steel supporting component is including a plurality of support modules that set up along steel sheet 35 transverse distribution, and support module's distribution quantity and density can be adjusted according to the complexity (being required support intensity) of node, every support module all includes horizontal pole 41, down tube 42, montant 43, horizontal pole 41 extends the setting and is fixed in the lower extreme that is fixed in steel sheet 35 towards the horizontal direction, the both ends of down tube 42 respectively with the one end of down tube 2, the girder steel beam is fixed mutually.
The transverse cross section of the transverse rod 41 and the inclined rod 42 is of an L-shaped structure and comprises vertical plates and transverse plates, the outer ends of the vertical plates of the transverse rod 41 and the upper ends of the vertical plates of the inclined rod 42 are welded, the steel beam 2 is of an I shape and comprises a vertical section 21 and two transverse sections 22 which are connected to the upper end and the lower end of the vertical section 21 respectively, triangular supporting plates 23 are connected between the vertical section 21 of the steel beam 2 and the transverse sections 22 positioned at the lower end of the vertical section 21, the lower ends of the vertical plates of the supporting plates 23 and the inclined rod 42 are welded, the transverse rod 41, the inclined rod 42 and the supporting plates 23 are connected through welding to form a stable triangular supporting structure, a reliable supporting effect can be provided, the safety during construction can be improved, the transverse rod 41 and the inclined rod 42 of the L-shaped cross section structure can improve the supporting strength and are not easy to bend, and the transverse rod 41 and the inclined rod 42 are welded through the vertical plates, so that a large welding area can be provided and the effect of welding fixation can be improved. Of course, a bolted connection may be used in other embodiments.
The transverse section of the vertical rod 43 is of an L-shaped structure, and comprises a vertical plate and a transverse plate, the upper end and the lower end of the vertical plate of the vertical rod 43 are respectively welded with the inner end of the vertical plate of the transverse rod 41 and the lower end of the vertical plate of the inclined rod 42, in other embodiments, the vertical rod 43 can also adopt a bolt-fixed connection mode, the vertical rod 43 of the L-shaped section structure also has stronger support strength, and is not easy to bend, the vertical rod 43 can be further arranged to strengthen the structural strength of the triangular support structure, and the construction safety is further improved.
Above-mentioned horizontal pole 41, down tube 42 and montant 43 adopt the member of the same structure, conveniently produce the processing, can intercept the member that needs length as required during the use and act as horizontal pole 41, down tube 42 or montant 43 and use, can reduce construction cost, improve the efficiency of construction, conveniently adjust when facing the node condition of complicacy.
The above embodiments are only one of the preferred embodiments of the present invention, and the general changes and substitutions performed by those skilled in the art within the technical scope of the present invention are all included in the protection scope of the present invention.
Claims (5)
1. The utility model provides an eaves node angle steel bearing structure outside steel construction, is used for pouring the formwork subassembly that forms eaves node and building carrier plate outward, its characterized in that including: the steel sheet has been laid in the lower part that corresponds outer eaves node to the formwork subassembly, and the inboard lower extreme fixed stay of steel sheet has the girder steel, and this girder steel is located between building carrier plate and the outer eaves node lower part, outer eaves node is located the upper portion in the steel sheet outside, supports between the outside lower extreme of girder steel and steel sheet and fixes angle steel supporting component, angle steel supporting component is including a plurality of support modules that set up along steel sheet transverse distribution, every support module all including horizontal pole, down tube, the horizontal pole towards the horizontal direction extend the lower extreme that sets up and be fixed in the steel sheet, the both ends of down tube are fixed mutually with the lower extreme of the outer one end of horizontal pole, girder steel respectively.
2. The steel structure outer eave node angle steel support structure of claim 1, wherein: the transverse cross section of horizontal pole, down tube is L type structure, and all includes vertical riser, horizontal diaphragm, fixed connection between the outer end of the riser of horizontal pole and the upper end of the riser of down tube, the girder steel be the I shape, its vertical section including erectting, connect two horizontal sections of transversely of both ends about vertical section respectively, the vertical section of girder steel is connected between the horizontal section that is located vertical section lower extreme and is provided with the backup pad, fixed connection between the lower extreme of the riser of backup pad and down tube.
3. The steel structure outer eave node angle steel support structure of claim 2, wherein: the supporting module further comprises a vertical rod, the transverse section of the vertical rod is of an L-shaped structure and comprises a vertical plate and a transverse plate, and the upper end and the lower end of the vertical plate of the vertical rod are fixedly connected with the inner end of the vertical plate of the transverse rod and the lower end of the vertical plate of the inclined rod respectively.
4. The steel structure outer eave node angle steel support structure of claim 2 or 3, wherein: the inner of horizontal pole and the horizontal section fixed connection that is located vertical section upper end of girder steel.
5. The steel structure outer eave node angle steel support structure of claim 4, wherein: the fixed connection is welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221851980.2U CN218264947U (en) | 2022-07-18 | 2022-07-18 | Steel structure outer eave node angle steel supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221851980.2U CN218264947U (en) | 2022-07-18 | 2022-07-18 | Steel structure outer eave node angle steel supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218264947U true CN218264947U (en) | 2023-01-10 |
Family
ID=84762909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221851980.2U Active CN218264947U (en) | 2022-07-18 | 2022-07-18 | Steel structure outer eave node angle steel supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218264947U (en) |
-
2022
- 2022-07-18 CN CN202221851980.2U patent/CN218264947U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211774549U (en) | Simple and easy erection joint reinforced structure of steel construction for building | |
| CN218264947U (en) | Steel structure outer eave node angle steel supporting structure | |
| CN215519167U (en) | Inverted triangular truss splicing construction node | |
| CN217266925U (en) | Multipurpose standard H-shaped steel tower frame and connecting structure of cable hoisting system | |
| CN216516153U (en) | Steel structure crossbeam | |
| CN214835056U (en) | Supporting device for bearing plate of sawtooth-shaped steel bar truss floor | |
| CN214498388U (en) | Assembled overhanging formwork support bent | |
| CN210737378U (en) | Support is used in bridge king-tower entablature construction | |
| CN208950124U (en) | A kind of large-span steel truss | |
| CN208950125U (en) | A kind of large-span steel truss floor system | |
| CN113944309A (en) | Cold-formed steel support beam framework and construction method thereof | |
| CN209339305U (en) | A kind of concrete column steel construction fixation kit | |
| CN208518161U (en) | A kind of wide-angle Sloping roof steel construction | |
| CN205976216U (en) | A steel structrual concrete supporting beam | |
| CN214512894U (en) | Cornice model with roof steel mesh frame structure extension as keel | |
| CN220565695U (en) | A steel platform template bearing structure for large-span structure | |
| CN220487057U (en) | Basket type operation platform for butt joint of steel giant columns | |
| CN220100840U (en) | Stable truss type factory building steel structure | |
| CN214570271U (en) | Tower crane that facilitates installation is with attaching wall frame | |
| CN217631491U (en) | Support for steel structure overhanging floor bearing plate | |
| CN220225347U (en) | Novel foundation pit supporting structure and supporting system | |
| CN217897291U (en) | Multilayer continuous independent beam formwork support structure | |
| CN219887183U (en) | Connecting node of concrete filled steel tube column and recycled concrete beam | |
| CN217353562U (en) | High altitude structure braced system that encorbelments | |
| CN217631258U (en) | A template system that is used for outer eaves construction of turning over structure on outer wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |