CN218991164U - Assembled corrugated steel plate wall column structure - Google Patents
Assembled corrugated steel plate wall column structure Download PDFInfo
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- CN218991164U CN218991164U CN202223439378.0U CN202223439378U CN218991164U CN 218991164 U CN218991164 U CN 218991164U CN 202223439378 U CN202223439378 U CN 202223439378U CN 218991164 U CN218991164 U CN 218991164U
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Abstract
The utility model relates to a corrugated steel plate wall post structure field especially relates to an assembled corrugated steel plate wall post structure, and it includes the stand subassembly, adjacent two be connected with the wall body subassembly between the stand subassembly, the stand subassembly includes four vertical steel columns, and two adjacent steel columns are between fixedly connected with stand buckled plate simultaneously, four the steel column and four the stand buckled plate links to each other in proper order and splices and form square cylinder; the wall body assembly comprises two wall body corrugated plates which are fixedly connected with each other, and the two wall body corrugated plates are symmetrically arranged along the central line of the length direction of the wall body assembly; the tip of wall body buckled plate can be dismantled and connect in the stand buckled plate. The high tensile strength and the high deformation resistance of full play corrugated steel plate have the advantage effect to promote the whole supporting performance of wall post structure.
Description
Technical Field
The application relates to the field of corrugated steel plate wall column structures, in particular to an assembled corrugated steel plate wall column structure.
Background
The corrugated steel plate refers to a corrugated round pipe or an arc corrugated steel plate which is formed by performing wave rolling and cold bending processing on a hot rolled steel plate or a steel belt with a certain thickness according to a specified size. Because of the unique accordion effect, the corrugated steel plate has larger out-of-plane rigidity, can obviously reduce out-of-plane deformation of the steel plate, improves the shearing yield strength of the steel plate, and is widely applied to the fields of steel structures, bridges, supporting structures, buildings and the like.
The utility model discloses a corrugated color steel assembled building fence, which comprises fence upright post assemblies, wherein wall body supporting assemblies are fixedly arranged between the fence upright post assemblies, and the fence upright post assemblies and the wall body supporting assemblies are respectively formed into a frame by square tubes firstly and then corrugated plates are fixedly arranged outside the frame.
However, the support performance of the upright post and the wall body in the related art is only provided by a frame structure formed by square tubes, and the corrugated steel plate is fixedly arranged outside the frame and only used for shielding, so that the advantages of high tensile strength and high deformation resistance of the corrugated steel plate cannot be fully exerted, and the overall performance of the corrugated steel plate enclosing wall is affected.
Disclosure of Invention
The utility model provides an assembled corrugated steel plate wall post structure can give full play to the high tensile strength and the high deformability advantage of corrugated steel plate to promote the whole supporting performance of wall post structure.
The application provides an assembled corrugated steel plate wall post structure adopts following technical scheme:
the assembled corrugated steel plate wall column structure comprises column assemblies, wherein wall assemblies are connected between two adjacent column assemblies, each column assembly comprises four vertical steel columns, column corrugated plates are fixedly connected between two adjacent steel columns at the same time, and the four steel columns and the four column corrugated plates are sequentially connected and spliced to form a square column; the wall body assembly comprises two wall body corrugated plates which are fixedly connected with each other, and the two wall body corrugated plates are symmetrically arranged along the central line of the length direction of the wall body assembly; the tip of wall body buckled plate can be dismantled and connect in the stand buckled plate.
By adopting the technical scheme, the corrugated steel plates are mutually spliced to form the main supporting structures of the upright column assembly and the wall body assembly, and the steel columns are used as auxiliary supports, so that the advantages of high tensile strength and high deformation resistance of the corrugated steel plates are fully exerted, and the overall supporting performance of the wall column structure is improved.
Optionally, the corrugated extension direction of the upright post corrugated plate is perpendicular to the corrugated extension direction of the wall corrugated plate.
Through adopting above-mentioned technical scheme, make the ripple of different extending directions on stand buckled plate and the wall body buckled plate can provide the holding power of two different directions respectively, resist the deformation that two different directions external force led to be favorable to promoting the whole supporting property of wall post structure.
Optionally, a plurality of transverse supporting rods are fixedly connected between two adjacent steel columns at the same time, and the upright post corrugated plates corresponding to the two adjacent steel columns are fixedly connected with the transverse supporting rods.
By adopting the technical scheme, the transverse supporting rod can provide supporting force for the column corrugated plate so as to resist out-of-plane deformation of a part of column corrugated plate, so that out-of-plane rigidity of the column corrugated plate is improved, and further the overall supporting performance of the wall column structure is improved; in addition, when the installation, the setting of horizontal bracing piece also can fix a position the mounted position of stand buckled plate to be favorable to the assembly type installation more convenient.
Optionally, oblique stay bars are fixedly connected between two adjacent transverse support rods at the same time.
Through adopting above-mentioned technical scheme, utilize diagonal brace to promote the supporting strength of horizontal bracing piece to be favorable to promoting the intensity that horizontal bracing piece resisted external force, be favorable to promoting the whole supporting property of wall post structure.
Optionally, can dismantle on the stand buckled plate and be connected with the connecting piece, two the wall body buckled plate can dismantle simultaneously and be connected on the connecting piece, and the connecting piece can adapt to with the outer wall shape of stand buckled plate towards the lateral wall of stand buckled plate.
Through adopting above-mentioned technical scheme, realize the interconnect of stand buckled plate and wall body buckled plate through the connecting piece for the installation is more convenient; meanwhile, the side wall of the connecting piece is adaptive to the shape of the outer wall of the upright post corrugated plate, so that the capacity of the upright post corrugated plate for resisting out-of-plane deformation can be improved by the connecting piece, and the integral supporting performance of the wall column structure is improved while the multi-component connection is realized.
Optionally, be close to and be connected with the angle steel on the lateral wall of its upper end and lower extreme on the wall body buckled plate, and the angle steel can be compatible with the outer wall shape of wall body buckled plate towards the lateral wall of wall body buckled plate, the angle steel can be connected in the ground simultaneously.
Through adopting above-mentioned technical scheme, promote the joint strength between wall body buckled plate and the ground through the angle steel to reduce the probability that wall body buckled plate emptys under the exogenic action, promote the whole supporting performance of wall post structure.
Optionally, the square column formed by the four steel columns and the four column corrugated plates is internally filled with concrete.
Through adopting above-mentioned technical scheme, through the mode of concrete placement inner chamber, improve the structure bearing capacity of stand subassembly by a wide margin, be favorable to promoting the whole support performance of wall post structure.
Optionally, the peaks of the two corrugated plates of the wall body form gaps and are filled with concrete.
Through adopting above-mentioned technical scheme, through the mode of concrete placement inner chamber, improve wall body subassembly's structure bearing capacity by a wide margin, be favorable to promoting the whole supporting performance of wall post structure
In summary, the present application includes at least one of the following beneficial technical effects:
1. the main supporting structures of the upright column assembly and the wall body assembly are formed by mutually splicing the corrugated steel plates, the steel columns are used as auxiliary supports, the advantages of high tensile strength and high deformation resistance of the corrugated steel plates are fully exerted, and the overall supporting performance of the wall column structure is improved;
2. the transverse supporting rods and the diagonal supporting rods are arranged to be favorable for providing supporting force for the column corrugated plates, so that out-of-plane deformation of a part of column corrugated plates is resisted, out-of-plane rigidity of the column corrugated plates is improved, and overall supporting performance of the wall column structure is improved;
3. the angle steel is arranged to be favorable for improving the connection strength between the wall corrugated plate and the foundation, so that the probability of dumping of the wall corrugated plate under the action of external force is reduced, and the overall supporting performance of the wall column structure is improved.
Drawings
Fig. 1 is an overall view of an embodiment of the present application.
Fig. 2 is a schematic structural view of a column assembly according to an embodiment of the present application.
Fig. 3 is a schematic diagram of a connection structure between a wall assembly and corrugated plates of a column according to an embodiment of the present application.
Reference numerals illustrate: 1. a column assembly; 2. a wall assembly; 3. a steel column; 4. column corrugated plate; 5. a corrugated groove; 6. a first bolt; 7. a transverse support bar; 8. a second bolt; 9. a diagonal brace; 10. corrugated plates of the wall body; 11. a third bolt; 12. a connecting piece; 13. a fourth bolt; 14. a fifth bolt; 15. angle steel; 16. and a sixth bolt.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-3.
The embodiment of the application discloses assembled corrugated steel plate wall post structure, refer to fig. 1, including a plurality of stand subassemblies 1, be connected with same wall body subassembly 2 simultaneously between two adjacent stand subassemblies 1, splice each other through stand subassembly 1 and wall body subassembly 2 and form the enclosure appearance.
Referring to fig. 1 and 2, the column assembly 1 includes four steel columns 3 that vertically set up, and the steel column 3 cross-section sets up to the L shape, is connected with same column corrugated plate 4 simultaneously between every two steel columns 3 to four steel columns 3 and four column corrugated plates 4 splice each other in proper order and form the cross-section for square cylinder, and column corrugated plate 4's ripple extending direction level sets up. The corrugated groove 5 has been seted up on the lateral wall that steel column 3 and stand buckled plate 4 are connected, stand buckled plate 4 can peg graft in corrugated groove 5, corrugated groove 5 divide into inlayer wall and outer wall with steel column 3, still pass on the steel column 3 and be provided with first bolt 6, first bolt 6 can pass steel column 3 inlayer wall in proper order, stand buckled plate 4 and threaded connection are in steel column 3 outer wall, be pleasing to the eye requirement simultaneously, first bolt 6 does not wear out steel column 3 outer wall to make stand buckled plate 4 and steel column 3 interconnect.
Referring to fig. 2, a plurality of transverse supporting rods 7 are fixedly arranged on the side walls of the inner layer walls of two adjacent steel columns 3 at the same time, and the transverse supporting rods 7 and the inner layer walls of the steel columns 3 can be fixedly connected through welding or bolts. Simultaneously the cross-section of horizontal bracing piece 7 is corresponding with the space that the trough of corresponding stand buckled plate 4 formed, and horizontal bracing piece 7 can the butt in corresponding stand buckled plate 4 trough inner wall, passes simultaneously on the horizontal bracing piece 7 and is provided with second bolt 8, and second bolt 8 can pass the trough of stand buckled plate 4 in proper order and threaded connection in horizontal bracing piece 7 to make horizontal bracing piece 7 and stand buckled plate 4 interconnect. Simultaneously, inclined supporting rods 9 are fixedly connected between two adjacent transverse supporting rods 7 at the same time so as to enhance the supporting force of the transverse supporting rods 7 on the column corrugated plates 4.
Referring to fig. 3, the wall assembly 2 includes two wall corrugated plates 10 that are abutted to each other, the corrugated extension direction of the wall corrugated plates 10 is vertically set up, and simultaneously the wall corrugated plates 10 are symmetrically set up along the central line of the length direction of the wall assembly 2, and a plurality of third bolts 11 are further passed through and arranged on the wall corrugated plates 10, and the third bolts 11 can simultaneously pass through the two wall corrugated plates 10 and are in threaded connection with third nuts, so that the two wall corrugated plates 10 are fixedly connected.
Referring to fig. 3, a connector 12 is detachably connected between any one of the column corrugated plates 4 and two of the wall corrugated plates 10 at the same time, and the extending direction of the connector 12 is vertically arranged, so that the column assembly 1 and the wall assembly 2 can be connected with each other through the connector 12. The connecting piece 12 is set to the ripple shape towards on the lateral wall of stand buckled plate 4 to make the connecting piece 12 to the lateral wall of stand buckled plate 4 can adapt to with the outer wall shape of stand buckled plate 4, pass on the connecting piece 12 and be provided with fourth bolt 13, fourth bolt 13 can pass connecting piece 12 and stand buckled plate 4 and threaded connection have the fourth nut in proper order. The side walls of the two wall corrugated plates 10 close to the end parts of the two wall corrugated plates can be respectively abutted against the connecting piece 12, the connecting piece 12 is further provided with a fifth bolt 14 in a penetrating mode, and the fifth bolt 14 can sequentially penetrate through the first wall corrugated plate 10, the connecting piece 12 and the second wall corrugated plate 10 and is in threaded connection with a fifth nut. Thereby fixedly connecting the column corrugated plate 4, the connecting piece 12 and the two wall corrugated plates 10.
Referring to fig. 3, the side walls of the wall corrugated plate 10 near the upper and lower ends thereof are detachably connected with angle steels 15, and the side walls of the angle steels 15 facing the wall corrugated plate 10 are provided with wave shapes, and the side walls of the angle steels 15 facing the wall corrugated plate 10 can be adapted to the shape of the outer wall of the wall corrugated plate 10. The angle steel 15 is symmetrically distributed along the central line of the length direction of the wall body assembly 2. Meanwhile, a sixth bolt 16 is arranged on the angle steel 15 in a penetrating manner, and the sixth bolt 16 can sequentially penetrate through the wavy side wall of the first angle steel 15, the two wall corrugated plates 10 and the wavy side wall of the second angle steel 15 and is in threaded connection with a sixth nut. The angle iron 15 near the lower end of the wall corrugated plate 10 can be fixedly connected to the foundation or the ground.
Referring to fig. 2 and 3, in order to enhance the strength of the column assembly 1 and the wall assembly 2 against external force, if the enclosure is provided as a long-term use enclosure, concrete may be filled in the square column formed by the four steel columns 3 and the four column corrugated plates 4, or in the space formed by the peaks of the two wall corrugated plates 10.
The implementation principle of the fabricated corrugated steel plate wall column structure is as follows: when the wall column structure is installed, firstly, one upright column corrugated plate 4 is inserted into two corresponding steel columns 3 and fixedly connected through a first bolt 6; the two wall corrugated plates 10 are fixedly connected with each other through a third bolt 11; connecting the connecting piece 12 and the upright post corrugated plate 4 through a fourth bolt 13, and connecting the connecting piece 12 and the two wall corrugated plates 10 through a fifth bolt 14; then the rest three upright post corrugated plates 4 and the two steel columns 3 are spliced in sequence, and the upright post corrugated plates 4 and the transverse supporting rods 7 are connected through the second bolts 8; finally, the angle steel 15 and the wall corrugated plate 10 are fixedly connected with each other through a sixth bolt 16; thereby realizing the installation of the corrugated steel plate wall column.
The foregoing is a preferred embodiment of the present application, and is not intended to limit the scope of the present application in this way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. The utility model provides an assembled corrugated steel plate wall post structure, includes stand subassembly (1), adjacent two be connected with wall body subassembly (2), its characterized in that between stand subassembly (1): the upright post assembly (1) comprises four vertical steel columns (3), upright post corrugated plates (4) are fixedly connected between two adjacent steel columns (3) at the same time, and the four steel columns (3) and the four upright post corrugated plates (4) are sequentially connected and spliced to form a square column body; the wall body assembly (2) comprises two wall body corrugated plates (10) which are fixedly connected with each other, and the two wall body corrugated plates (10) are symmetrically arranged along the central line of the length direction of the wall body assembly (2); the end part of the wall corrugated plate (10) can be detachably connected to the upright column corrugated plate (4).
2. The fabricated corrugated steel wall stud structure of claim 1, wherein: the ripple extending direction of the upright post corrugated plate (4) is perpendicular to the ripple extending direction of the wall corrugated plate (10).
3. The fabricated corrugated steel wall stud structure of claim 2, wherein: a plurality of transverse supporting rods (7) are fixedly connected between two adjacent steel columns (3) at the same time, and the upright column corrugated plates (4) corresponding to the two adjacent steel columns (3) are fixedly connected with the transverse supporting rods (7).
4. A fabricated corrugated steel wall stud structure as claimed in claim 3 wherein: and inclined supporting rods (9) are fixedly connected between two adjacent transverse supporting rods (7) at the same time.
5. The fabricated corrugated steel wall stud structure of claim 1, wherein: can dismantle on stand buckled plate (4) and be connected with connecting piece (12), two wall body buckled plate (10) can dismantle simultaneously and connect on connecting piece (12), and connecting piece (12) can adapt to with the outer wall shape of stand buckled plate (4) towards the lateral wall of stand buckled plate (4).
6. The fabricated corrugated steel wall stud structure of claim 5, wherein: the wall corrugated plate (10) is detachably connected with angle steel (15) on the side wall close to the upper end and the lower end of the wall corrugated plate, the angle steel (15) can adapt to the shape of the outer wall of the wall corrugated plate (10) towards the side wall of the wall corrugated plate (10), and the angle steel (15) can be simultaneously connected to a foundation.
7. The fabricated corrugated steel wall stud structure of claim 1, wherein: and the square column body formed by the four steel columns (3) and the four upright column corrugated plates (4) is internally filled with concrete.
8. The fabricated corrugated steel wall stud structure of claim 1, wherein: the wave crests of the two wall corrugated plates (10) form gaps, and concrete is filled in the gaps.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223439378.0U CN218991164U (en) | 2022-12-21 | 2022-12-21 | Assembled corrugated steel plate wall column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223439378.0U CN218991164U (en) | 2022-12-21 | 2022-12-21 | Assembled corrugated steel plate wall column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218991164U true CN218991164U (en) | 2023-05-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223439378.0U Active CN218991164U (en) | 2022-12-21 | 2022-12-21 | Assembled corrugated steel plate wall column structure |
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| CN (1) | CN218991164U (en) |
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- 2022-12-21 CN CN202223439378.0U patent/CN218991164U/en active Active
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