CN214116992U - Outsourcing type steel beam column node reinforced structure - Google Patents
Outsourcing type steel beam column node reinforced structure Download PDFInfo
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- CN214116992U CN214116992U CN202022820557.3U CN202022820557U CN214116992U CN 214116992 U CN214116992 U CN 214116992U CN 202022820557 U CN202022820557 U CN 202022820557U CN 214116992 U CN214116992 U CN 214116992U
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Abstract
The utility model provides an outsourcing shaped steel beam column node reinforced structure, including the reinforced concrete bearing beam column that is located between house building's the roof and the bottom plate, the even fixed mounting of circumference has the steel sheet of connection on the reinforced concrete bearing beam column lateral surface, all welds perpendicularly on the lateral surface of the upper and lower part of the steel sheet and has the bracing piece, and welded fastening has package steel form plate on the bracing piece, and package steel form plate is parallel with reinforced concrete bearing beam column lateral surface. The utility model relates to a cross section reinforced structure of package steel mould carries out the mould outside reinforced concrete bearing beam column and encloses and close connection processing, and package steel form piece encloses and closes the mould of constituteing every layer and pouring, and package steel form piece passes through bracing piece welded fastening and connects the steel sheet, just so can fix on reinforced concrete bearing beam column through internal connection according to making package steel form piece, no longer uses the outside to support, saves occupation of land space.
Description
Technical Field
The utility model relates to building reinforcement technical field, in particular to outsourcing type steel beam column node reinforced structure.
Background
As shown in the attached drawing 1, a reinforced concrete bearing beam column 3 sometimes exists between a top plate and a bottom plate 1 of a house building, and it is found at the later stage of construction that the size of the reinforced concrete bearing beam column 3 is lower than the actual bearing load, at the moment, the reinforced concrete bearing beam column 3 cannot be detached, and the reinforced concrete bearing beam column 3 can only be reinforced by adopting an increased cross section method.
When reinforcing by the existing section increasing method, the reinforced concrete bearing beam column 3 is enclosed by the mold, and the outer side of the mold is supported by the support column.
The method is simple and crude, the supporting column cannot support the die strongly, and the floor area is large.
SUMMERY OF THE UTILITY MODEL
For solving the shortcoming of the prior art, the utility model provides an outsourcing type steel beam column node reinforced structure.
The utility model provides a technical scheme is:
the utility model provides an outsourcing type steel beam column node reinforced structure, is including the reinforced concrete bearing beam column that is located between housing construction's the roof and the bottom plate, and the even fixed mounting of circumference has the connecting steel plate on the reinforced concrete bearing beam column lateral surface, all welds perpendicularly on the lateral surface of lower part on the connecting steel plate and has the bracing piece, and welded fastening has the package steel form plate on the bracing piece, and the package steel form plate is parallel with reinforced concrete bearing beam column lateral surface.
The utility model relates to a cross section reinforced structure of package steel mould carries out the mould outside reinforced concrete bearing beam column and encloses and close connection processing, and package steel form piece encloses and closes the mould of constituteing every layer and pouring, and package steel form piece passes through bracing piece welded fastening and connects the steel sheet, just so can fix on reinforced concrete bearing beam column through internal connection according to making package steel form piece, no longer uses the outside to support, saves occupation of land space.
As shown in the attached figures 1 and 2,
an externally-coated steel beam column node reinforcing structure comprises a reinforced concrete bearing beam column positioned between a top plate and a bottom plate of a house building, connecting steel plates are uniformly and fixedly arranged on the circumference of the outer side surface of the reinforced concrete bearing beam column,
the shape of the connecting steel plate corresponds to the shape of the reinforced concrete bearing beam column, and if the connecting steel plate is a cylinder, the arc-shaped connecting steel plate is adopted. The connecting steel plate is used for supporting and fixedly connecting the steel-clad template blocks of the pouring mold.
The outer side surfaces of the upper part and the lower part of the connecting steel plate are vertically welded with supporting rods, steel-clad formwork blocks are fixed on the supporting rods, and the steel-clad formwork blocks are parallel to the outer side surfaces of the reinforced concrete bearing beam columns.
The supporting rods are of steel column protruding structures and are welded and used for fixedly connecting steel plates and steel-clad template blocks, and the steel-clad template blocks enclose the reinforced concrete bearing beam column to form the die.
And setting the number and the layer number of the steel-clad formwork plates according to the construction height.
If the steel-clad plate is welded and fixed on the support rod, the steel-clad plate and the connecting steel plate form a reinforced structure after pouring.
If the supporting rod is fixed on the steel-clad template block through threads, the steel-clad template block can be used in an overmould mode after being poured. But the inner side of the steel-clad formwork block needs to be paved with oiled paper or other plastic films in advance, so that the formwork is convenient to remove.
Further, the connecting steel plate is of a square structure or an arc structure.
Here, as shown in fig. 2, the connecting steel plate has a square structure.
Furthermore, the outer side surface of the reinforced concrete bearing beam column is provided with a mounting groove, and the connecting steel plate is fixed in the mounting groove.
An electric pick and the like are adopted in advance to form a mounting groove on the outer side surface of the reinforced concrete bearing beam column, and the connecting steel plate is fixed in the mounting groove.
Here fixed by anchor bolts, either screws or expansion bolts.
Furthermore, four corners of the connecting steel plate are provided with stepped holes, anchor bolt assemblies are matched in the stepped holes, and the connecting steel plate is fixed on the reinforced concrete load-bearing beam column through the anchor bolt assemblies.
When the connecting steel plate is installed, stepped holes are formed in four corners of the connecting steel plate, anchor bolt assemblies are matched in the stepped holes, and the connecting steel plate is fixed on the reinforced concrete load-bearing beam column through the anchor bolt assemblies.
Further, the height of the steel-clad template block is 1.5 times of the height of the connecting steel.
As shown in the attached drawing 1, in order to save the connecting steel plates and make the pouring and butting process, the height of the steel-clad formwork is 1.5 times that of the connecting steel plates.
The utility model has the beneficial technical effects that: the utility model relates to a cross section reinforced structure of package steel mould carries out the mould outside reinforced concrete bearing beam column and encloses and close connection processing, and package steel form piece encloses and closes the mould of constituteing every layer and pouring, and package steel form piece passes through bracing piece welded fastening and connects the steel sheet, just so can fix on reinforced concrete bearing beam column through internal connection according to making package steel form piece, no longer uses the outside to support, saves occupation of land space.
Drawings
FIG. 1 is a schematic sectional view of the present invention;
FIG. 2 is a schematic cross-sectional structure of the present invention;
in the figure, the steel bar concrete bearing beam column comprises a bottom plate 1, a bottom plate 2, a support rod 3, a steel bar concrete bearing beam column 4, a connecting steel plate 5, an anchor bolt assembly 6, a steel clad template block 7, a stepped hole 8 and a mounting groove.
Detailed Description
The invention will be further described with reference to the accompanying drawings and specific embodiments.
In the description of the present invention, the relative terms "upper", "lower", "left", "right", "inner", "outer" and other position indication positions are only based on the position shown in the drawings to simplify the description of the present invention, but not the position and structure that the components must have, and thus, the limitation of the present invention cannot be understood.
Example 1
The utility model provides an outsourcing shaped steel beam column node reinforced structure, is including being located reinforced concrete bearing beam column 3 between housing construction's roof and bottom plate 1, and the even fixed mounting of circumference has connecting steel plate 4 on 3 lateral surfaces of reinforced concrete bearing beam column, all welds perpendicularly on the lateral surface of the upper and lower part of connecting steel plate 4 and has connect bracing piece 2, and welded fastening has package steel template piece 6 on the bracing piece 2, and package steel template piece 6 is parallel with 3 lateral surfaces of reinforced concrete bearing beam column.
The utility model relates to a cross section reinforced structure of package steel mould carries out the mould outside reinforced concrete bearing beam column 3 and encloses and close connection processing, and package steel form 6 encloses and closes the mould of constituteing every layer and pouring, and package steel form 6 passes through 2 welded fastening of bracing piece and connects steel sheet 4, just so can be according to making package steel form 6 fix on reinforced concrete bearing beam column 3 through internal connection, no longer use the outside to support, save occupation of land space.
As shown in the attached figures 1 and 2,
an externally-coated steel beam column node reinforcing structure comprises a reinforced concrete bearing beam column 3 positioned between a top plate and a bottom plate 1 of a house building, connecting steel plates 4 are uniformly and fixedly arranged on the circumference of the outer side surface of the reinforced concrete bearing beam column 3,
the shape of the connecting steel plate 4 corresponds to the shape of the reinforced concrete bearing beam column 3, and if the connecting steel plate is a cylinder, the arc-shaped connecting steel plate 4 is adopted. The connecting steel plate 4 is used for supporting and fixedly connecting the steel-clad template block 6 of the pouring mould.
The outer side surfaces of the upper part and the lower part of the connecting steel plate 4 are vertically welded with supporting rods 2, steel-clad template blocks 6 are fixed on the supporting rods 2, and the steel-clad template blocks 6 are parallel to the outer side surfaces of the reinforced concrete bearing beam column 3.
The support rod 2 is of a steel column protruding structure and is welded to fixedly connect the steel plate 4 and the steel-clad template block 6, and the steel-clad template block 6 encloses the reinforced concrete bearing beam column 3 to form a mold.
The number and the number of layers of the steel-clad formwork blocks 6 are set according to the construction height.
If the supporting rod 2 is fixedly welded with the steel-clad template block 6, the steel-clad template block 6 and the connecting steel plate 4 form a reinforced structure after pouring.
If the support rod 2 at the position is fixed on the steel-clad template block 6 through threads, the steel-clad template can be used in an overmould mode after pouring. But the inner side surface of the steel-clad formwork block 6 needs to be paved with oiled paper or other plastic films in advance, so that the formwork can be conveniently detached.
Further, the connecting steel plate 4 has a square structure or an arc structure.
Here, as shown in fig. 2, the connecting steel plate 4 has a square structure.
Further, the outer side surface of the reinforced concrete load-bearing beam column 3 is provided with a mounting groove 8, and the connecting steel plate 4 is fixed in the mounting groove 8.
An electric pick and the like are adopted in advance to open an installation groove 8 on the outer side surface of the reinforced concrete bearing beam column 3, and the connecting steel plate 4 is fixed in the installation groove 8.
Here fixed by anchor bolts, either screws or expansion bolts.
Furthermore, four corners of the connecting steel plate 4 are provided with stepped holes 7, anchor bolt assemblies 5 are matched in the stepped holes, and the connecting steel plate 4 is fixed on the reinforced concrete load-bearing beam column 3 through the anchor bolt assemblies 5.
When the connecting steel plate 4 is installed, stepped holes 7 are formed in four corners of the connecting steel plate 4, anchor bolt assemblies 5 are matched in the stepped holes, and the connecting steel plate 4 is fixed on the reinforced concrete bearing beam column 3 through the anchor bolt assemblies 5.
Further, the height of the steel-clad formwork block 6 is 1.5 times of the height of the connecting steel plate 4.
As shown in fig. 1, in order to save the connecting steel plates 4 and perform the pouring and butting process, the height of the steel-clad formwork blocks 6 is 1.5 times that of the connecting steel plates 4.
The foregoing is a preferred embodiment of the present invention, and it should be understood that those skilled in the art can derive the related technical solutions through logic analysis, reasoning or experiment based on the present invention without creative efforts, and therefore, these related technical solutions should be within the protection scope of the present claims.
Claims (5)
1. The utility model provides an outsourcing type steel beam column node reinforced structure, is including being located reinforced concrete bearing beam column (3) between housing construction's roof and bottom plate (1), its characterized in that: the steel bar concrete bearing beam column is characterized in that connecting steel plates (4) are uniformly and fixedly mounted on the outer side face of the steel bar concrete bearing beam column (3) in a circumferential mode, supporting rods (2) are perpendicularly welded on the outer side faces of the upper portion and the lower portion of each connecting steel plate (4), steel-clad formwork blocks (6) are fixed on the supporting rods (2), and the steel-clad formwork blocks (6) are parallel to the outer side face of the steel bar concrete bearing beam column (3).
2. The outsourcing type steel beam column node reinforcing structure of claim 1, wherein: the connecting steel plate (4) is of a square structure or an arc structure.
3. The outsourcing type steel beam column node reinforcing structure of claim 2, wherein: the outer side surface of the reinforced concrete bearing beam column (3) is provided with a mounting groove (8), and the connecting steel plate (4) is fixed in the mounting groove (8).
4. The outsourcing type steel beam column node reinforcing structure of claim 3, wherein: the four corners of the connecting steel plate (4) are provided with stepped holes (7) which are internally matched with anchor bolt assemblies (5), and the connecting steel plate (4) is fixed on the reinforced concrete bearing beam column (3) through the anchor bolt assemblies (5).
5. The outsourcing type steel beam column node reinforcing structure of claim 4, wherein: the height of the steel-clad template block (6) is 1.5 times of the height of the connecting steel plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022820557.3U CN214116992U (en) | 2020-11-30 | 2020-11-30 | Outsourcing type steel beam column node reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022820557.3U CN214116992U (en) | 2020-11-30 | 2020-11-30 | Outsourcing type steel beam column node reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214116992U true CN214116992U (en) | 2021-09-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022820557.3U Active CN214116992U (en) | 2020-11-30 | 2020-11-30 | Outsourcing type steel beam column node reinforced structure |
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| CN (1) | CN214116992U (en) |
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- 2020-11-30 CN CN202022820557.3U patent/CN214116992U/en active Active
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