CN214884629U - Embedded wave form steel sheet shaped steel power consumption wall - Google Patents
Embedded wave form steel sheet shaped steel power consumption wall Download PDFInfo
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- CN214884629U CN214884629U CN202022458696.6U CN202022458696U CN214884629U CN 214884629 U CN214884629 U CN 214884629U CN 202022458696 U CN202022458696 U CN 202022458696U CN 214884629 U CN214884629 U CN 214884629U
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Abstract
The utility model discloses an embedded wave form steel sheet shaped steel power consumption wall, including frame post, frame roof beam and steel sheet wall, the steel sheet wall is embedded in the frame that frame post and frame roof beam formed, and the steel sheet wall is formed by the combination of a plurality of wave form steel sheet shaped steel. The utility model discloses embedded wave form steel sheet shaped steel power consumption wall has stronger anti side rigidity, when resisting horizontal loads such as horizontal seismic force and wind load and realize under the earthquake action power consumption's purpose, the power consumption wall both sides can be connected wall body material and form the assembled wall body, the transportation of being convenient for, and the construction is nimble convenient.
Description
Technical Field
The utility model relates to an embedded wave form steel sheet shaped steel power consumption wall.
Background
The steel plate shear wall structure is a novel lateral force resistant structure system developed in the 70 s of the 20 th century. The steel plate shear wall is composed of an embedded steel plate, a vertical edge member (column) and a horizontal edge member (column), the whole stress performance of the steel plate shear wall is similar to that of a vertical cantilever beam embedded and fixed at the bottom end, wherein the vertical edge member is equivalent to a beam flange, the embedded steel plate is equivalent to a beam web, and the horizontal edge member can be approximately equivalent to a transverse stiffening rib. The embedded steel plate can adopt a construction form without stiffening ribs and a construction form with stiffening ribs. The steel plate shear wall without the stiffening ribs can fully utilize the buckling strength of the steel plate under the action of strong shock, and has good ductility and energy consumption capability; the steel plate shear wall with the stiffening ribs can limit out-of-plane buckling of the steel plates, so that buckling bearing capacity of the structure is improved, lateral movement resisting rigidity of the structure under the action of wind and earthquake is enhanced, and construction is facilitated.
But steel sheet shear force wall among the prior art generally all adopts the monoblock steel sheet, forms the wall body with the embedded back of monoblock steel sheet, not only is unfavorable for the transportation, and the construction is inconvenient moreover.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a technical scheme of embedded wave form steel sheet shaped steel power consumption wall to the not enough of prior art existence, through steel sheet wall, frame post and the frame roof beam that a plurality of wave form steel sheet shaped steel combination formed, the steel sheet wall that a plurality of wave form steel sheet shaped steel combination formed is embedded in the frame that frame roof beam and frame post formed and is formed wave form steel sheet shaped steel power consumption wall. The embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, resists horizontal earthquake force, wind load and other horizontal loads, and achieves the purpose of energy dissipation under the action of an earthquake; the corrugated steel plate section steel adopted by the corrugated steel plate section steel energy dissipation wall can adopt corrugated steel plate H-shaped steel, T-shaped steel and corrugated steel plate, so that the investment of fixed production equipment of enterprises is reduced, the fixed cost is reduced, and the purpose of high-efficiency output is realized; the two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the energy dissipation wall is convenient to transport and flexible and convenient to construct.
In order to solve the technical problem, the utility model discloses a following technical scheme:
the utility model provides an embedded wave form steel sheet shaped steel power consumption wall, includes frame post, frame roof beam and steel sheet wall, and the steel sheet wall is embedded in the frame that frame post and frame roof beam formed, its characterized in that: the steel plate wall is formed by combining a plurality of corrugated steel plate section steels; the embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, can resist horizontal loads such as horizontal earthquake force and wind load and can achieve the purpose of energy dissipation under the action of earthquake, and two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the transportation is convenient, and the construction is flexible and convenient.
Furthermore, the upper side and the lower side of the corrugated steel plate section steel are connected with the frame beam through a first fastening assembly or welding, the two sides of the corrugated steel plate section steel are respectively connected with the frame columns on the two sides through a second fastening assembly or welding, and a gap is arranged between every two adjacent corrugated steel plate section steels or the two adjacent corrugated steel plate section steels are connected through a rectangular steel plate or a third fastening assembly. The corrugated steel plate section steel is preferably selected from a first corrugated steel plate H-shaped steel, a second corrugated steel plate H-shaped steel, a third corrugated steel plate H-shaped steel, a first corrugated steel plate T-shaped steel, a second corrugated steel plate T-shaped steel, a third corrugated steel plate T-shaped steel, a first corrugated steel plate, a second corrugated steel plate and a third corrugated steel plate, the rectangular steel plates comprise a first rectangular steel plate and a second rectangular steel plate, can improve joint strength and stability between wave form steel sheet shaped steel and the frame roof beam through first fastening components or welding, second fastening components or welding can improve joint strength and stability between wave form steel sheet shaped steel and the frame post, can select to realize the fixed connection between two adjacent wave form steel shaped steel through rectangle steel sheet or third fastening components according to the needs of actual construction between two adjacent wave form steel shaped steel, improve steel sheet wall integral connection's stability and reliability.
Further, first fastening components include first wave form steel sheet web switching steel sheet and second wave form steel sheet web switching steel sheet, wave form steel sheet shaped steel passes through second wave form steel sheet web switching steel sheet and connects first wave form steel sheet web switching steel sheet, first wave form steel sheet web switching steel sheet passes through coupling assembling or welded connection frame roof beam, design through first wave form steel sheet web switching steel sheet and second wave form steel sheet web switching steel sheet, can satisfy the installation of not unidimensional wave form steel sheet shaped steel, flexibility when improving the construction.
Further, the connecting assembly comprises a dovetail plate or an angle steel.
Further, the second fastening assembly comprises a first steel plate, a second steel plate and a connecting piece, the side face of the corrugated steel plate section steel is arranged on the first steel plate and the second steel plate, the connecting piece is arranged on the inner side of the frame column, the first steel plate and the second steel plate are respectively fixedly connected with the connecting piece through bolts, the first steel plate and the second steel plate are preferably flat steel plates, and the connection strength and the stability between the corrugated steel plate section steel and the frame column can be greatly improved through the design of the first steel plate, the second steel plate and the connecting piece.
Further, the third fastening assembly comprises a third steel plate, the third steel plate is arranged between two adjacent corrugated steel plate section steels, fixed connection between the two adjacent corrugated steel plate section steels is achieved, and the two adjacent corrugated steel plate section steels can be directly welded and fixed through the third steel plate.
Furthermore, the third fastening assembly further comprises a fourth steel plate, the third steel plate is arranged on the corrugated steel plate section steel on one side, the fourth steel plate is arranged on the corrugated steel plate section steel on the other side, the third steel plate is connected with the fourth steel plate through bolts, fixed connection between two adjacent corrugated steel plate section steels is achieved, and installation and disassembly between two adjacent corrugated steel plate section steels are facilitated through the design of the third steel plate and the fourth steel plate.
Further, the corrugated steel plate section steel comprises a corrugated steel plate section steel web and corrugated steel plate section steel flanges, and the corrugated steel plate section steel flanges are arranged on two sides of the corrugated steel plate section steel web.
Further, the corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate.
Further, the flange of the corrugated steel plate section steel is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
The utility model discloses owing to adopted above-mentioned technical scheme, following beneficial effect has:
the utility model arranges a plurality of steel plate walls formed by combining the corrugated steel plate section steels in the frame formed by the frame beams and the frame columns, resists horizontal loads such as horizontal earthquake force, wind load and the like, and realizes the purpose of energy consumption under the earthquake action; the corrugated steel plate section steel can adopt corrugated steel plate H-shaped steel, T-shaped steel and corrugated steel plate produced by the existing cooperative manufacturers, so that the investment of fixed production equipment of enterprises is reduced, the fixed cost is reduced, and the purpose of high-efficiency output is realized; the corrugated steel plate profile steel has good rigidity, overcomes the defect that the steel plate has poor rigidity and is difficult to construct before forming in the prior art, and is convenient and fast to construct; the frame member is connected with the frame member through bolts, so that the welding workload is greatly reduced, the construction precision is improved, and the economy is better; the corrugated steel plate section steel energy dissipation wall is thinner than an outer steel plate combined wall, so that after fire prevention construction on two sides of the wall is realized, the thickness of the wall is still smaller than that of a traditional concrete wall, and decoration and outer enclosure construction are facilitated.
Description of the drawings:
the present invention will be further explained with reference to the accompanying drawings:
fig. 1 is a schematic structural view of an energy dissipation wall in embodiment 1 of the present invention;
FIG. 2 is a schematic view of the structure in the direction A-A in FIG. 1;
fig. 3 is a schematic structural view of an energy dissipation wall in embodiment 2 of the present invention;
FIG. 4 is a schematic view of the structure in the direction B-B in FIG. 3;
fig. 5 is a schematic structural view of an energy dissipation wall according to embodiment 3 of the present invention;
FIG. 6 is a schematic view of the structure of FIG. 5 in the direction C-C;
fig. 7 is a schematic structural view of an energy dissipation wall according to embodiment 4 of the present invention;
FIG. 8 is a schematic view of the structure of FIG. 7 in the direction D-D;
fig. 9 is a schematic structural view of an energy dissipation wall according to embodiment 5 of the present invention;
FIG. 10 is a schematic view of the structure of FIG. 9 in the direction E-E;
fig. 11 is a schematic structural view of an energy dissipation wall according to embodiment 6 of the present invention;
FIG. 12 is a schematic view of the structure of FIG. 11 in the direction F-F;
fig. 13 is a schematic structural view of an energy dissipation wall according to embodiment 7 of the present invention;
FIG. 14 is a schematic view of the structure of FIG. 13 in the direction G-G;
fig. 15 is a schematic structural view of an energy dissipation wall according to embodiment 8 of the present invention;
FIG. 16 is a schematic view of the structure of FIG. 15 taken in the direction H-H;
fig. 17 is a schematic structural view of an energy dissipation wall according to embodiment 9 of the present invention;
FIG. 18 is a schematic view of the structure of FIG. 17 taken in the direction I-I;
FIG. 19 is a schematic view of the structure of FIGS. 1, 3, 5, 7, 9, 11, 13, 15 and 17 in the direction of J-J;
fig. 20 is a schematic structural view of the medium wave-shaped steel plate section of the present invention.
In the figure: 1-frame columns; 2-a frame beam; 3-first corrugated steel plate H-shaped steel; 4-second corrugated steel plate H-shaped steel; 5-a third corrugated steel plate H-shaped steel; 6-a first steel plate; 7-a second steel plate; 8-bolt; 9-a connector; 10-a third steel plate; 11-first corrugated steel plate T-shaped steel; 12-a second corrugated steel plate T-shaped steel; 13-third corrugated steel sheet T-section; 14-a first corrugated steel plate; 15-a second corrugated steel plate; 16-a third corrugated steel plate; 17-a first rectangular steel plate; 18-a second rectangular steel plate; 19-a fourth steel plate; 20-corrugated steel plate section steel; 21-a first corrugated steel plate web plate transfer steel plate; 22-a second corrugated steel plate web plate transfer steel plate; 24-dovetail plate; 25-angle steel; 26-corrugated steel plate section steel web; 27-wave steel plate section steel flange.
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
In order to make the technical solution of the present invention better understood, the technical solution of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
It should be noted that the terms "first," "second," and the like in the description and claims of the present invention and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. Furthermore, the terms "comprising" and "having," as well as any variations thereof, are intended to cover non-exclusive inclusions.
Example 1
As shown in fig. 1 to 2, the embedded corrugated steel plate section steel energy dissipation wall of the present invention includes a frame column 1, a frame beam 2 and a steel plate wall, wherein the steel plate wall is embedded in a frame formed by the frame column 1 and the frame beam 2, and the steel plate wall is formed by combining a plurality of corrugated steel plate section steels 20; the embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, can resist horizontal loads such as horizontal earthquake force and wind load and can achieve the purpose of energy dissipation under the action of earthquake, and two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the transportation is convenient, and the construction is flexible and convenient.
The corrugated steel plate profile steel 20 comprises a first corrugated steel plate H-shaped steel 3, a second corrugated steel plate H-shaped steel 4 and a third corrugated steel plate H-shaped steel 5, the first corrugated steel plate H-shaped steel 3 and the second corrugated steel plate H-shaped steel 4 are close to the frame column 1 and are in welded connection with the frame column 1, the number of the third corrugated steel plate H-shaped steels 5 is set according to the width of a wall, and a seam is arranged among the first corrugated steel plate H-shaped steel 3, the second corrugated steel plate H-shaped steel 4 and the third corrugated steel plate H-shaped steel 5.
As shown in fig. 19, the upper and lower sides of the corrugated steel plate section steel 20 are connected to the frame beam 2 by the first fastening assembly or welding, the connection strength and stability between the corrugated steel plate section steel 20 and the frame beam 2 can be improved by the first fastening assembly or welding, the first fastening assembly includes a first corrugated steel plate web adapter steel plate 21 and a second corrugated steel plate web adapter steel plate 22, the corrugated steel plate section steel 20 is connected to the first corrugated steel plate web adapter steel plate 21 by the second corrugated steel plate web adapter steel plate 22, the first corrugated steel plate web adapter steel plate 21 is connected to the frame beam 2 by the connecting assembly or welding, and the installation of the corrugated steel plate section steels 20 with different sizes can be satisfied by the design of the first corrugated steel plate web adapter steel plate 21 and the second corrugated steel plate web adapter steel plate 22, thereby improving the flexibility during construction. The connection assembly includes a dovetail plate 24 or angle steel 25.
As shown in fig. 20, the corrugated steel plate section 20 includes a web 26 of the corrugated steel plate section and flanges 27 of the corrugated steel plate section, and the flanges 27 of the corrugated steel plate section are provided on both sides of the web 26 of the corrugated steel plate section. The corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate. The wave-shaped steel plate and section steel flange 27 is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
Example 2
As shown in fig. 3 to 4, the embedded corrugated steel plate section steel energy dissipation wall of the present invention includes a frame column 1, a frame beam 2 and a steel plate wall, wherein the steel plate wall is embedded in a frame formed by the frame column 1 and the frame beam 2, and the steel plate wall is formed by combining a plurality of corrugated steel plate section steels 20; the embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, can resist horizontal loads such as horizontal earthquake force and wind load and can achieve the purpose of energy dissipation under the action of earthquake, and two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the transportation is convenient, and the construction is flexible and convenient.
The corrugated steel plate profile steel 20 comprises a first corrugated steel plate H-shaped steel 3, a second corrugated steel plate H-shaped steel 4 and a third corrugated steel plate H-shaped steel 5, the first corrugated steel plate H-shaped steel 3 and the second corrugated steel plate H-shaped steel 4 are respectively connected with the frame column 1 through a second fastening assembly on one side close to the frame column 1, the number of the third corrugated steel plate H-shaped steels 5 is set according to the width of a wall body, and a seam is arranged among the first corrugated steel plate H-shaped steel 3, the second corrugated steel plate H-shaped steel 4 and the third corrugated steel plate H-shaped steel 5.
The second fastening assembly comprises a first steel plate 6, a second steel plate 7 and a connecting piece 9, the first steel plate 6 and the second steel plate 7 are arranged on the side face of the corrugated steel plate section steel 20, the connecting piece 9 is arranged on the inner side of the frame column 1, the first steel plate 6 and the second steel plate 7 are respectively fixedly connected with the connecting piece 9 through bolts 8, the first steel plate 6 and the second steel plate 7 are preferably flat steel plates, and through the design of the first steel plate 6, the second steel plate 7 and the connecting piece 9, the connecting strength and the stability between the corrugated steel plate section steel 20 and the frame column 1 can be greatly improved.
As shown in fig. 19, the upper and lower sides of the corrugated steel plate section steel 20 are connected to the frame beam 2 by the first fastening assembly or welding, the connection strength and stability between the corrugated steel plate section steel 20 and the frame beam 2 can be improved by the first fastening assembly or welding, the first fastening assembly includes a first corrugated steel plate web adapter steel plate 21 and a second corrugated steel plate web adapter steel plate 22, the corrugated steel plate section steel 20 is connected to the first corrugated steel plate web adapter steel plate 21 by the second corrugated steel plate web adapter steel plate 22, the first corrugated steel plate web adapter steel plate 21 is connected to the frame beam 2 by the connecting assembly or welding, and the installation of the corrugated steel plate section steels 20 with different sizes can be satisfied by the design of the first corrugated steel plate web adapter steel plate 21 and the second corrugated steel plate web adapter steel plate 22, thereby improving the flexibility during construction. The connection assembly includes a dovetail plate 24 or angle steel 25.
As shown in fig. 20, the corrugated steel plate section 20 includes a web 26 of the corrugated steel plate section and flanges 27 of the corrugated steel plate section, and the flanges 27 of the corrugated steel plate section are provided on both sides of the web 26 of the corrugated steel plate section. The corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate. The wave-shaped steel plate and section steel flange 27 is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
Example 3
As shown in fig. 5 to 6, for the energy dissipation wall of the embedded corrugated steel plate profile steel of the present invention, the energy dissipation wall includes a frame column 1, a frame beam 2 and a steel plate wall, the steel plate wall is embedded in a frame formed by the frame column 1 and the frame beam 2, and the steel plate wall is formed by combining a plurality of corrugated steel plate profile steels 20; the embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, can resist horizontal loads such as horizontal earthquake force and wind load and can achieve the purpose of energy dissipation under the action of earthquake, and two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the transportation is convenient, and the construction is flexible and convenient.
The corrugated steel plate section steel 20 comprises a first corrugated steel plate H-shaped steel 3, a second corrugated steel plate H-shaped steel 4 and a third corrugated steel plate H-shaped steel 5, the first corrugated steel plate H-shaped steel 3 and the second corrugated steel plate H-shaped steel 4 are respectively connected with the frame column 1 through second fastening assemblies on one side close to the frame column 1, and the number of the third corrugated steel plate H-shaped steel 5 is set according to the width of a wall body.
The second fastening assembly comprises a first steel plate 6, a second steel plate 7 and a connecting piece 9, the first steel plate 6 and the second steel plate 7 are arranged on the side face of the corrugated steel plate section steel 20, the connecting piece 9 is arranged on the inner side of the frame column 1, the first steel plate 6 and the second steel plate 7 are respectively fixedly connected with the connecting piece 9 through bolts 8, the first steel plate 6 and the second steel plate 7 are preferably flat steel plates, and through the design of the first steel plate 6, the second steel plate 7 and the connecting piece 9, the connecting strength and the stability between the corrugated steel plate section steel 20 and the frame column 1 can be greatly improved.
And two adjacent corrugated steel plate section steels 20 are connected through a third fastening assembly. The third fastening assembly comprises a third steel plate 10, the third steel plate 10 is arranged between two adjacent corrugated steel plate section steels 20, fixed connection between the two adjacent corrugated steel plate section steels 20 is achieved, the two adjacent corrugated steel plate section steels 20 can be directly welded and fixed through the third steel plate 10, the third steel plate 10 is a corrugated steel plate or a flat steel plate, and the number of the third steel plate 10 and the number of the third corrugated steel plate H-shaped steels 5 are set according to the width of a wall body.
As shown in fig. 19, the upper and lower sides of the corrugated steel plate section steel 20 are connected to the frame beam 2 by the first fastening assembly or welding, the connection strength and stability between the corrugated steel plate section steel 20 and the frame beam 2 can be improved by the first fastening assembly or welding, the first fastening assembly includes a first corrugated steel plate web adapter steel plate 21 and a second corrugated steel plate web adapter steel plate 22, the corrugated steel plate section steel 20 is connected to the first corrugated steel plate web adapter steel plate 21 by the second corrugated steel plate web adapter steel plate 22, the first corrugated steel plate web adapter steel plate 21 is connected to the frame beam 2 by the connecting assembly or welding, and the installation of the corrugated steel plate section steels 20 with different sizes can be satisfied by the design of the first corrugated steel plate web adapter steel plate 21 and the second corrugated steel plate web adapter steel plate 22, thereby improving the flexibility during construction. The connection assembly includes a dovetail plate 24 or angle steel 25.
As shown in fig. 20, the corrugated steel plate section 20 includes a web 26 of the corrugated steel plate section and flanges 27 of the corrugated steel plate section, and the flanges 27 of the corrugated steel plate section are provided on both sides of the web 26 of the corrugated steel plate section. The corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate. The wave-shaped steel plate and section steel flange 27 is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
Example 4
As shown in fig. 7 to 8, for the energy dissipation wall of the embedded corrugated steel plate profile steel of the present invention, the energy dissipation wall includes a frame column 1, a frame beam 2 and a steel plate wall, the steel plate wall is embedded in a frame formed by the frame column 1 and the frame beam 2, and the steel plate wall is formed by combining a plurality of corrugated steel plate profile steels 20; the embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, can resist horizontal loads such as horizontal earthquake force and wind load and can achieve the purpose of energy dissipation under the action of earthquake, and two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the transportation is convenient, and the construction is flexible and convenient.
The corrugated steel plate section steel 20 comprises a first corrugated steel plate H-shaped steel 3, a second corrugated steel plate H-shaped steel 4 and a third corrugated steel plate H-shaped steel 5, the first corrugated steel plate H-shaped steel 3 and the second corrugated steel plate H-shaped steel 4 are respectively welded with the frame column 1 by abutting against one side of the frame column 1, and the first corrugated steel plate H-shaped steel 3, the second corrugated steel plate H-shaped steel 4 and the third corrugated steel plate H-shaped steel 5 are sequentially and tightly arranged and are welded with each other. The adjacent two corrugated steel plate section steels 20 can be directly welded according to the actual construction requirement, so that the fixed connection between the adjacent two corrugated steel plate section steels 20 is realized, and the stability and the reliability of the integral connection of the steel plate wall are improved.
As shown in fig. 19, the upper and lower sides of the corrugated steel plate section steel 20 are connected to the frame beam 2 by the first fastening assembly or welding, the connection strength and stability between the corrugated steel plate section steel 20 and the frame beam 2 can be improved by the first fastening assembly or welding, the first fastening assembly includes a first corrugated steel plate web adapter steel plate 21 and a second corrugated steel plate web adapter steel plate 22, the corrugated steel plate section steel 20 is connected to the first corrugated steel plate web adapter steel plate 21 by the second corrugated steel plate web adapter steel plate 22, the first corrugated steel plate web adapter steel plate 21 is connected to the frame beam 2 by the connecting assembly or welding, and the installation of the corrugated steel plate section steels 20 with different sizes can be satisfied by the design of the first corrugated steel plate web adapter steel plate 21 and the second corrugated steel plate web adapter steel plate 22, thereby improving the flexibility during construction. The connection assembly includes a dovetail plate 24 or angle steel 25.
As shown in fig. 20, the corrugated steel plate section 20 includes a web 26 of the corrugated steel plate section and flanges 27 of the corrugated steel plate section, and the flanges 27 of the corrugated steel plate section are provided on both sides of the web 26 of the corrugated steel plate section. The corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate. The wave-shaped steel plate and section steel flange 27 is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
Example 5
As shown in fig. 9 to 10, for the energy dissipation wall of the embedded corrugated steel plate profile steel of the present invention, the energy dissipation wall includes a frame column 1, a frame beam 2 and a steel plate wall, the steel plate wall is embedded in a frame formed by the frame column 1 and the frame beam 2, and the steel plate wall is formed by combining a plurality of corrugated steel plate profile steels 20; the embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, can resist horizontal loads such as horizontal earthquake force and wind load and can achieve the purpose of energy dissipation under the action of earthquake, and two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the transportation is convenient, and the construction is flexible and convenient.
The corrugated steel plate section steel 20 comprises a first corrugated steel plate T-shaped steel 11, a second corrugated steel plate T-shaped steel 12 and a third corrugated steel plate T-shaped steel 13, the first corrugated steel plate T-shaped steel 11, the second corrugated steel plate T-shaped steel 12 and the third corrugated steel plate T-shaped steel 13 are sequentially and tightly arranged and are mutually welded, and one side, close to the frame column 1, of the first corrugated steel plate T-shaped steel 11 and one side, close to the frame column 1, of the second corrugated steel plate T-shaped steel 12 are respectively welded with the frame columns 1 on the two sides. The adjacent two corrugated steel plate section steels 20 can be directly welded according to the actual construction requirement, so that the fixed connection between the adjacent two corrugated steel plate section steels 20 is realized, and the stability and the reliability of the integral connection of the steel plate wall are improved.
As shown in fig. 19, the upper and lower sides of the corrugated steel plate section steel 20 are connected to the frame beam 2 by the first fastening assembly or welding, the connection strength and stability between the corrugated steel plate section steel 20 and the frame beam 2 can be improved by the first fastening assembly or welding, the first fastening assembly includes a first corrugated steel plate web adapter steel plate 21 and a second corrugated steel plate web adapter steel plate 22, the corrugated steel plate section steel 20 is connected to the first corrugated steel plate web adapter steel plate 21 by the second corrugated steel plate web adapter steel plate 22, the first corrugated steel plate web adapter steel plate 21 is connected to the frame beam 2 by the connecting assembly or welding, and the installation of the corrugated steel plate section steels 20 with different sizes can be satisfied by the design of the first corrugated steel plate web adapter steel plate 21 and the second corrugated steel plate web adapter steel plate 22, thereby improving the flexibility during construction. The connection assembly includes a dovetail plate 24 or angle steel 25.
As shown in fig. 20, the corrugated steel plate section 20 includes a web 26 of the corrugated steel plate section and flanges 27 of the corrugated steel plate section, and the flanges 27 of the corrugated steel plate section are provided on both sides of the web 26 of the corrugated steel plate section. The corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate. The wave-shaped steel plate and section steel flange 27 is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
Example 6
As shown in fig. 11 to 12, for the energy dissipation wall of the embedded corrugated steel plate profile steel of the present invention, the energy dissipation wall includes a frame column 1, a frame beam 2 and a steel plate wall, the steel plate wall is embedded in a frame formed by the frame column 1 and the frame beam 2, and the steel plate wall is formed by combining a plurality of corrugated steel plate profile steels 20; the embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, can resist horizontal loads such as horizontal earthquake force and wind load and can achieve the purpose of energy dissipation under the action of earthquake, and two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the transportation is convenient, and the construction is flexible and convenient.
The corrugated steel plate section steel 20 comprises a first corrugated steel plate T-shaped steel 11, a first corrugated steel plate H-shaped steel 3 and a second corrugated steel plate T-shaped steel 12, the first corrugated steel plate T-shaped steel 11, the first corrugated steel plate H-shaped steel 3 and the second corrugated steel plate T-shaped steel 12 are sequentially and tightly arranged and are mutually welded, and the first corrugated steel plate T-shaped steel 11 and the second corrugated steel plate T-shaped steel 12 are respectively connected with the frame column 1 through a second fastening assembly on one side close to the frame column 1. The adjacent two corrugated steel plate section steels 20 can be directly welded according to the actual construction requirement, so that the fixed connection between the adjacent two corrugated steel plate section steels 20 is realized, and the stability and the reliability of the integral connection of the steel plate wall are improved.
The second fastening assembly comprises a first steel plate 6, a second steel plate 7 and a connecting piece 9, the first steel plate 6 and the second steel plate 7 are arranged on the side face of the corrugated steel plate section steel 20, the connecting piece 9 is arranged on the inner side of the frame column 1, the first steel plate 6 and the second steel plate 7 are respectively fixedly connected with the connecting piece 9 through bolts 8, the first steel plate 6 and the second steel plate 7 are preferably flat steel plates, and through the design of the first steel plate 6, the second steel plate 7 and the connecting piece 9, the connecting strength and the stability between the corrugated steel plate section steel 20 and the frame column 1 can be greatly improved.
As shown in fig. 19, the upper and lower sides of the corrugated steel plate section steel 20 are connected to the frame beam 2 by the first fastening assembly or welding, the connection strength and stability between the corrugated steel plate section steel 20 and the frame beam 2 can be improved by the first fastening assembly or welding, the first fastening assembly includes a first corrugated steel plate web adapter steel plate 21 and a second corrugated steel plate web adapter steel plate 22, the corrugated steel plate section steel 20 is connected to the first corrugated steel plate web adapter steel plate 21 by the second corrugated steel plate web adapter steel plate 22, the first corrugated steel plate web adapter steel plate 21 is connected to the frame beam 2 by the connecting assembly or welding, and the installation of the corrugated steel plate section steels 20 with different sizes can be satisfied by the design of the first corrugated steel plate web adapter steel plate 21 and the second corrugated steel plate web adapter steel plate 22, thereby improving the flexibility during construction. The connection assembly includes a dovetail plate 24 or angle steel 25.
As shown in fig. 20, the corrugated steel plate section 20 includes a web 26 of the corrugated steel plate section and flanges 27 of the corrugated steel plate section, and the flanges 27 of the corrugated steel plate section are provided on both sides of the web 26 of the corrugated steel plate section. The corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate. The wave-shaped steel plate and section steel flange 27 is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
Example 7
As shown in fig. 13 to 14, the embedded corrugated steel plate section steel energy dissipation wall of the present invention includes a frame column 1, a frame beam 2 and a steel plate wall, wherein the steel plate wall is embedded in a frame formed by the frame column 1 and the frame beam 2, and the steel plate wall is formed by combining a plurality of corrugated steel plate section steels 20; the embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, can resist horizontal loads such as horizontal earthquake force and wind load and can achieve the purpose of energy dissipation under the action of earthquake, and two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the transportation is convenient, and the construction is flexible and convenient.
The corrugated steel plate section steel 20 comprises a first corrugated steel plate 14, a second corrugated steel plate 15 and a third corrugated steel plate 16, the first corrugated steel plate 14, the second corrugated steel plate 15 and the third corrugated steel plate 16 are sequentially and tightly arranged and are in welded connection with each other, and one sides, close to the frame column 1, of the first corrugated steel plate 14 and one sides, close to the frame column 1, of the second corrugated steel plate 15 are respectively in welded connection with the frame column 1. Two adjacent corrugated steel plate section steels 20 are connected through a rectangular steel plate, the rectangular steel plate comprises a first rectangular steel plate 17 and a second rectangular steel plate 18, the first rectangular steel plate 17 is located between the first corrugated steel plate 14 and the third corrugated steel plate 16, the second rectangular steel plate 18 is located between the third corrugated steel plate 16 and the second corrugated steel plate 15, and the first rectangular steel plate 17 and the second rectangular steel plate 18 are perpendicular to the first corrugated steel plate 14, the second corrugated steel plate 15 and the third corrugated steel plate 16 respectively.
As shown in fig. 19, the upper and lower sides of the corrugated steel plate section steel 20 are connected to the frame beam 2 by the first fastening assembly or welding, the connection strength and stability between the corrugated steel plate section steel 20 and the frame beam 2 can be improved by the first fastening assembly or welding, the first fastening assembly includes a first corrugated steel plate web adapter steel plate 21 and a second corrugated steel plate web adapter steel plate 22, the corrugated steel plate section steel 20 is connected to the first corrugated steel plate web adapter steel plate 21 by the second corrugated steel plate web adapter steel plate 22, the first corrugated steel plate web adapter steel plate 21 is connected to the frame beam 2 by the connecting assembly or welding, and the installation of the corrugated steel plate section steels 20 with different sizes can be satisfied by the design of the first corrugated steel plate web adapter steel plate 21 and the second corrugated steel plate web adapter steel plate 22, thereby improving the flexibility during construction. The connection assembly includes a dovetail plate 24 or angle steel 25.
As shown in fig. 20, the corrugated steel plate section 20 includes a web 26 of the corrugated steel plate section and flanges 27 of the corrugated steel plate section, and the flanges 27 of the corrugated steel plate section are provided on both sides of the web 26 of the corrugated steel plate section. The corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate. The wave-shaped steel plate and section steel flange 27 is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
Example 8
As shown in fig. 15 to 16, the embedded corrugated steel plate section steel energy dissipation wall of the present invention includes a frame column 1, a frame beam 2 and a steel plate wall, wherein the steel plate wall is embedded in a frame formed by the frame column 1 and the frame beam 2, and the steel plate wall is formed by combining a plurality of corrugated steel plate section steels 20; the embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, can resist horizontal loads such as horizontal earthquake force and wind load and can achieve the purpose of energy dissipation under the action of earthquake, and two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the transportation is convenient, and the construction is flexible and convenient.
The corrugated steel plate section steel 20 comprises a first corrugated steel plate H-shaped steel 3, a second corrugated steel plate H-shaped steel 4 and a third corrugated steel plate H-shaped steel 5, the first corrugated steel plate H-shaped steel 3 and the second corrugated steel plate H-shaped steel 4 are respectively connected with the frame column 1 through second fastening assemblies on one side close to the frame column 1, and the number of the third corrugated steel plate H-shaped steel 5 is set according to the width of a wall body.
The second fastening assembly comprises a first steel plate 6, a second steel plate 7 and a connecting piece 9, the first steel plate 6 and the second steel plate 7 are arranged on the side face of the corrugated steel plate section steel 20, the connecting piece 9 is arranged on the inner side of the frame column 1, the first steel plate 6 and the second steel plate 7 are respectively fixedly connected with the connecting piece 9 through bolts 8, the first steel plate 6 and the second steel plate 7 are preferably flat steel plates, and through the design of the first steel plate 6, the second steel plate 7 and the connecting piece 9, the connecting strength and the stability between the corrugated steel plate section steel 20 and the frame column 1 can be greatly improved.
And two adjacent corrugated steel plate section steels 20 are connected through a third fastening assembly. The third fastening assembly comprises a third steel plate 10, the third steel plate 10 is arranged on the side faces of the first corrugated steel plate H-shaped steel 3 and the third corrugated steel plate H-shaped steel 5, the third fastening assembly further comprises a fourth steel plate 19, the fourth steel plate 19 is arranged on the side faces of the third corrugated steel plate H-shaped steel 5 and the second corrugated steel plate H-shaped steel 4, the third steel plate 10 and the fourth steel plate 19 are corrugated steel plates or flat steel plates, the third steel plate 10 is connected with the fourth steel plate 19 through bolts 8, fixed connection between two adjacent corrugated steel plate sections 20 is achieved, and installation and disassembly between two adjacent corrugated steel plate sections 20 are facilitated through the design of the third steel plate 10 and the fourth steel plate 19.
As shown in fig. 19, the upper and lower sides of the corrugated steel plate section steel 20 are connected to the frame beam 2 by the first fastening assembly or welding, the connection strength and stability between the corrugated steel plate section steel 20 and the frame beam 2 can be improved by the first fastening assembly or welding, the first fastening assembly includes a first corrugated steel plate web adapter steel plate 21 and a second corrugated steel plate web adapter steel plate 22, the corrugated steel plate section steel 20 is connected to the first corrugated steel plate web adapter steel plate 21 by the second corrugated steel plate web adapter steel plate 22, the first corrugated steel plate web adapter steel plate 21 is connected to the frame beam 2 by the connecting assembly or welding, and the installation of the corrugated steel plate section steels 20 with different sizes can be satisfied by the design of the first corrugated steel plate web adapter steel plate 21 and the second corrugated steel plate web adapter steel plate 22, thereby improving the flexibility during construction. The connection assembly includes a dovetail plate 24 or angle steel 25.
As shown in fig. 20, the corrugated steel plate section 20 includes a web 26 of the corrugated steel plate section and flanges 27 of the corrugated steel plate section, and the flanges 27 of the corrugated steel plate section are provided on both sides of the web 26 of the corrugated steel plate section. The corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate. The wave-shaped steel plate and section steel flange 27 is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
Example 9
As shown in fig. 17 to 18, for the energy dissipation wall of the embedded corrugated steel plate profile steel of the present invention, the energy dissipation wall includes a frame column 1, a frame beam 2 and a steel plate wall, the steel plate wall is embedded in a frame formed by the frame column 1 and the frame beam 2, and the steel plate wall is formed by combining a plurality of corrugated steel plate profile steels 20; the embedded corrugated steel plate type steel energy dissipation wall has strong lateral stiffness, can resist horizontal loads such as horizontal earthquake force and wind load and can achieve the purpose of energy dissipation under the action of earthquake, and two sides of the energy dissipation wall can be connected with wall materials to form an assembled wall body, so that the transportation is convenient, and the construction is flexible and convenient.
The corrugated steel plate section steel 20 comprises a first corrugated steel plate H-shaped steel 3, a second corrugated steel plate H-shaped steel 4 and a third corrugated steel plate H-shaped steel 5, the first corrugated steel plate H-shaped steel 3 and the second corrugated steel plate H-shaped steel 4 are respectively connected with the frame column 1 through welding on one side close to the frame column 1, and the number of the third corrugated steel plate H-shaped steel 5 is set according to the width of a wall body.
And two adjacent corrugated steel plate section steels 20 are connected through a third fastening assembly. The third fastening assembly comprises a third steel plate 10, the third steel plate 10 is arranged between two adjacent corrugated steel plate section steels 20, fixed connection between the two adjacent corrugated steel plate section steels 20 is achieved, and the two adjacent corrugated steel plate section steels 20 can be directly welded and fixed through the third steel plate 10.
As shown in fig. 19, the upper and lower sides of the corrugated steel plate section steel 20 are connected to the frame beam 2 by the first fastening assembly or welding, the connection strength and stability between the corrugated steel plate section steel 20 and the frame beam 2 can be improved by the first fastening assembly or welding, the first fastening assembly includes a first corrugated steel plate web adapter steel plate 21 and a second corrugated steel plate web adapter steel plate 22, the corrugated steel plate section steel 20 is connected to the first corrugated steel plate web adapter steel plate 21 by the second corrugated steel plate web adapter steel plate 22, the first corrugated steel plate web adapter steel plate 21 is connected to the frame beam 2 by the connecting assembly or welding, and the installation of the corrugated steel plate section steels 20 with different sizes can be satisfied by the design of the first corrugated steel plate web adapter steel plate 21 and the second corrugated steel plate web adapter steel plate 22, thereby improving the flexibility during construction. The connection assembly includes a dovetail plate 24 or angle steel 25.
As shown in fig. 20, the corrugated steel plate section 20 includes a web 26 of the corrugated steel plate section and flanges 27 of the corrugated steel plate section, and the flanges 27 of the corrugated steel plate section are provided on both sides of the web 26 of the corrugated steel plate section. The corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate. The wave-shaped steel plate and section steel flange 27 is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
The above is only a specific embodiment of the present invention, but the technical features of the present invention are not limited thereto. Any simple changes, equivalent substitutions or modifications made on the basis of the present invention to achieve substantially the same technical effects are all covered by the scope of the present invention.
Claims (8)
1. The utility model provides an embedded wave form steel sheet shaped steel power consumption wall, includes frame post, frame roof beam and steel sheet wall, the steel sheet wall embedded in the frame post with in the frame that the frame roof beam formed, its characterized in that: the steel plate wall is formed by combining a plurality of corrugated steel plate section steels; the upper side and the lower side of the corrugated steel plate section steel are connected with the frame beam through a first fastening assembly or welded, the two sides of the corrugated steel plate section steel are respectively connected with the frame columns on the two sides through a second fastening assembly or welded, and a gap is formed between every two adjacent corrugated steel plate section steel or welded or connected through a rectangular steel plate or a third fastening assembly; the corrugated steel plate section steel comprises a corrugated steel plate section steel web and corrugated steel plate section steel flanges, and the corrugated steel plate section steel flanges are arranged on two sides of the corrugated steel plate section steel web.
2. The embedded corrugated steel plate type steel energy dissipation wall as claimed in claim 1, wherein: first fastening components includes first wave form steel sheet web switching steel sheet and second wave form steel sheet web switching steel sheet, wave form steel sheet shaped steel passes through second wave form steel sheet web switching steel sheet is connected first wave form steel sheet web switching steel sheet, first wave form steel sheet web switching steel sheet passes through coupling assembling or welded connection the frame roof beam.
3. The embedded corrugated steel plate type steel energy dissipation wall as claimed in claim 2, wherein: the connecting assembly comprises a dovetail plate or angle steel.
4. The embedded corrugated steel plate type steel energy dissipation wall as claimed in claim 1, wherein: the second fastening assembly comprises a first steel plate, a second steel plate and a connecting piece, the first steel plate and the second steel plate are arranged on the side face of the corrugated steel plate section steel, the connecting piece is arranged on the inner side of the frame column, and the first steel plate and the second steel plate are respectively fixedly connected through bolts.
5. The embedded corrugated steel plate type steel energy dissipation wall as claimed in claim 1, wherein: the third fastening assembly comprises a third steel plate, the third steel plate is arranged between two adjacent corrugated steel plate section steels, and fixed connection between the two adjacent corrugated steel plate section steels is achieved.
6. The embedded corrugated steel plate type steel energy dissipation wall as claimed in claim 5, wherein: the third fastening assembly further comprises a fourth steel plate, the third steel plate is arranged on one side of the corrugated steel plate profile steel, the fourth steel plate is arranged on the other side of the corrugated steel plate profile steel, and the third steel plate is connected with the fourth steel plate through bolts to realize fixed connection between two adjacent corrugated steel plate profile steels.
7. The embedded corrugated steel plate type steel energy dissipation wall as claimed in claim 1, wherein: the corrugated steel plate web is one of a trapezoidal corrugated steel plate, a rectangular corrugated steel plate, a triangular corrugated steel plate or a corrugated steel plate.
8. The embedded corrugated steel plate type steel energy dissipation wall as claimed in claim 1, wherein: the wave-shaped steel plate section steel flange is one of a steel plate, a rectangular pipe, H-shaped steel, channel steel or C-shaped steel.
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| CN202022458696.6U CN214884629U (en) | 2020-10-30 | 2020-10-30 | Embedded wave form steel sheet shaped steel power consumption wall |
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| CN202022458696.6U CN214884629U (en) | 2020-10-30 | 2020-10-30 | Embedded wave form steel sheet shaped steel power consumption wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116122458A (en) * | 2023-01-11 | 2023-05-16 | 北京城建集团有限责任公司 | Corrugated steel plate-frame wall structure |
| CN116122458B (en) * | 2023-01-11 | 2024-07-30 | 北京城建集团有限责任公司 | Corrugated steel plate-frame wall structure |
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2020
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116122458A (en) * | 2023-01-11 | 2023-05-16 | 北京城建集团有限责任公司 | Corrugated steel plate-frame wall structure |
| CN116122458B (en) * | 2023-01-11 | 2024-07-30 | 北京城建集团有限责任公司 | Corrugated steel plate-frame wall structure |
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Address after: 311400 No.18, Changkou East Street, Changkou Town, Fuyang District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Zhongnan Lvjian Technology Group Co.,Ltd. Address before: No.245, BINKANG Road, Binjiang District, Hangzhou City, Zhejiang Province 310052 Patentee before: ZHEJIANG ZHONGNAN CONSTRUCTION GROUP STEEL STRUCTURE Co.,Ltd. |