CN215167037U - High impact strength anti-seismic floor support plate - Google Patents
High impact strength anti-seismic floor support plate Download PDFInfo
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- CN215167037U CN215167037U CN202120918604.XU CN202120918604U CN215167037U CN 215167037 U CN215167037 U CN 215167037U CN 202120918604 U CN202120918604 U CN 202120918604U CN 215167037 U CN215167037 U CN 215167037U
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Abstract
The utility model discloses a high impact strength antidetonation building carrier plate, including building carrier plate body, reinforcing plate, antidetonation connecting piece, add the fastening piece, cushion, the reinforcing plate is located the bottom of building carrier plate body, pass through between building carrier plate body and the reinforcing plate antidetonation connecting piece and add the fastening piece, be provided with in "W" type arch of building carrier plate body the antidetonation connecting piece, the both sides inclined plane of cushion is in through the welding rigid coupling the protruding outside of "W" type of building carrier plate body, the bottom of antidetonation connecting piece through the welding with the top rigid coupling of reinforcing plate, "W" type groove of building carrier plate body is provided with add the fastening piece. At building carrier plate body bottom rigid coupling reinforcing plate, increase the holistic weight of building carrier plate, the use of reinforcement connection spare and antidetonation connecting piece makes the connection between reinforcing plate and the building carrier plate body more firm, has strengthened the impact resistance and the anti-seismic force of building carrier plate greatly.
Description
Technical Field
The utility model relates to a floor board technical field, concretely relates to high impact strength antidetonation building carrier plate.
Background
Floor bearing plates, also called profiled steel sheets, steel bearing plates, steel floor bearing plates, and earliest called profiled steel sheets, are the collective name for all steel sheets pressed by plate presses. The floor bearing plate is formed by rolling and cold-bending galvanized steel plates, the cross section of the floor bearing plate is in a V shape, a U shape, a trapezoid shape or a waveform similar to the shapes of the V shape, the U shape, the trapezoid shape or the waveform, and the floor bearing plate is mainly used as a permanent template and can also be selected for other purposes. The earliest profiled steel sheets are mainly used as roof panels of factory roofs, and the profiled steel sheets for floors are gradually classified into floor bearing plates after being arranged behind the roof bearing plates. At present, current building carrier plate generally is profiled sheet, and profiled sheet's weight is heavier, and shock resistance is more weak with shock resistance for the life of steel construction factory building can not reach the design demand, and enterprise's maintenance cost increases.
Disclosure of Invention
In view of the above-mentioned deficiencies or inadequacies in the prior art, it would be desirable to provide an earthquake resistant floor deck with high impact strength.
According to the technical scheme provided by the embodiment of the application, the anti-seismic floor bearing plate with high impact strength comprises a floor bearing plate body, a reinforcing plate, an anti-seismic connecting piece, a reinforcing connecting piece and a cushion block, wherein the reinforcing plate is positioned at the bottom of the floor bearing plate body, the floor bearing plate body and the reinforcing plate are fastened through the anti-seismic connecting piece and the reinforcing connecting piece, the anti-seismic connecting piece is arranged in a W-shaped bulge of the floor bearing plate body, inclined planes at two sides of the cushion block are fixedly connected to the outer part of the W-shaped bulge of the floor bearing plate body through welding, the top of the anti-seismic connecting piece penetrates through the top of the floor bearing plate body and the cushion block and is fixedly connected with the top of the floor bearing plate body through a bolt, the bottom of the anti-seismic connecting piece is fixedly connected with the top of the reinforcing plate through welding, and the reinforcing connecting piece is arranged at a W-shaped groove of the floor bearing plate body, the reinforcing connecting piece penetrates through the reinforcing plate and the floor support plate body and is fixedly connected with the floor support plate body through a spiral.
The utility model discloses in, the cross-section of building carrier plate body is a galvanized steel sheet that has "W" type recess and the protruding structure of "W" type.
The utility model discloses in, the reinforcing plate with the area size of building carrier plate body equals.
The utility model discloses in, the antidetonation connecting piece is a symmetrical structure.
The utility model discloses in, the antidetonation connecting piece includes mounting panel, adaptor, a long screw rod, No. two long screw rods, the bottom of adaptor pass through the nut with the both sides rigid coupling of mounting panel, the bottom of a long screw rod pass through the nut with the top rigid coupling of adaptor, the bottom of No. two long screw rods is passed the top of mounting panel and pass through the nut with the top rigid coupling of mounting panel.
The utility model discloses in, a long screw rod has two, the adaptor with the perpendicular contained angle of mounting panel is 45.
The utility model discloses in, the reinforced connection spare includes fastening block, double-screw bolt, the double-screw bolt pass through the spiral with the fastening block rigid coupling.
The utility model discloses in, the inside cylindrical cavity of having seted up of fastening block, the cavity surface is provided with the screw thread, the cross recess has been seted up to the bottom of double-screw bolt.
The utility model discloses in, the antidetonation connecting piece has a plurality of, the enhancement connecting piece has a plurality of, the cushion quantity with the quantity of antidetonation connecting piece equals, the cross-section of cushion is a triangle-shaped, be a cylindrical cavity in the middle of the cushion, the cavity surface is provided with the screw thread.
To sum up, the beneficial effect of this application: this high impact strength antidetonation building carrier plate is through at building carrier plate body bottom rigid coupling reinforcing plate, increase the holistic weight of building carrier plate, through spiral rigid coupling reinforcement connector on "W" type recess of building carrier plate body, through spiral rigid coupling antidetonation connecting piece in the protruding inside of "W" type of building carrier plate body, the bottom and the reinforcing plate rigid coupling of reinforcement connector and antidetonation connecting piece, the use of reinforcement connector and antidetonation connecting piece makes the connection between reinforcing plate and the building carrier plate body more firm, the impact resistance and the anti-seismic force of building carrier plate have been strengthened greatly.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
FIG. 1 is a schematic view of the overall structure of the high impact strength earthquake-resistant floor deck;
FIG. 2 is a front view of the whole structure of the high impact strength earthquake-proof floor deck;
FIG. 3 is a semi-sectional view of the whole structure of the anti-seismic floor deck with high impact strength;
FIG. 4 is a schematic structural view of the anti-seismic connecting member of the anti-seismic floor deck with high impact strength;
FIG. 5 is a front view of the anti-seismic connecting member structure of the anti-seismic floor deck with high impact strength;
FIG. 6 is a schematic view of the structure of the high impact strength earthquake-resistant floor deck reinforcing connector;
fig. 7 is a front view of the reinforced connector structure of the high impact strength earthquake-proof floor deck.
Reference numbers in the figures: the building support plate comprises a floor support plate body-1, a reinforcing plate-2, an anti-seismic connecting piece-3, a reinforcing connecting piece-4, a cushion block-5, a mounting plate-301, a switching piece-302, a first long screw-303, a second long screw-304, a fastening block-401 and a stud-402;
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not restrictive of the invention. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
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 application will be described in detail below with reference to the embodiments with reference to the attached drawings.
As shown in fig. 1-7, the anti-seismic floor support plate with high impact strength comprises a floor support plate body 1, a reinforcing plate 2, an anti-seismic connecting piece 3, a reinforcing connecting piece 4 and a cushion block 5, wherein the reinforcing plate 2 is located at the bottom of the floor support plate body 1, the floor support plate body 1 and the reinforcing plate 2 are fastened through the anti-seismic connecting piece 3 and the reinforcing connecting piece 4, the anti-seismic connecting piece 3 is arranged in a W-shaped protrusion of the floor support plate body 1, inclined planes at two sides of the cushion block 5 are fixedly connected to the outside of the W-shaped protrusion of the floor support plate body 1 through welding, the top of the anti-seismic connecting piece 3 penetrates through the top of the floor support plate body 1 and the cushion block 5 and is fixedly connected with the top of the floor support plate body 1 through bolts, the bottom of the anti-seismic connecting piece 3 is fixedly connected with the top of the reinforcing plate 2 through welding, the reinforcing connecting piece 4 is arranged at a W-shaped groove of the floor support plate body 1, the reinforcing connecting piece 4 penetrates through the reinforcing plate 2 and the floor support plate body 1 and is fixedly connected with the floor support plate body through a spiral. The cross section of the floor support plate body 1 is a galvanized steel plate with a W-shaped groove and a W-shaped bulge structure. The reinforcing plate 2 is equal to the floor bearing plate body 1 in area. The anti-seismic connecting piece 3 is of a symmetrical structure. Antidetonation connecting piece 3 includes mounting panel 301, adaptor 302, a long screw 303, No. two long screws 304, the bottom of adaptor 302 pass through the nut with the both sides rigid coupling of mounting panel 301, the bottom of a long screw 303 pass through the nut with the top rigid coupling of adaptor 302, the bottom of No. two long screws 304 is passed the top of mounting panel 301 and pass through the nut with the top rigid coupling of mounting panel 301. The number one of the long screw rods 303 is two, the number of the adaptor pieces 302 is two, and an included angle between the adaptor pieces 302 and a vertical plane of the mounting plate 301 is 45 degrees. The reinforcing connecting member 4 comprises a fastening block 401 and a stud 402, wherein the stud 402 is fixedly connected with the fastening block 401 through a screw. A cylindrical cavity is formed in the fastening block 401, threads are arranged on the surface of the cavity, and a cross groove is formed in the bottom of the stud 402. The anti-seismic connecting pieces 3 are provided with a plurality of reinforcing connecting pieces 4, the number of the cushion blocks 5 is equal to that of the anti-seismic connecting pieces 3, the cross sections of the cushion blocks 5 are triangular, a cylindrical cavity is formed in the middle of each cushion block 5, and threads are arranged on the surface of the cavity.
This high impact strength antidetonation building carrier plate is through at building carrier plate body bottom rigid coupling reinforcing plate, increase the holistic weight of building carrier plate, through spiral rigid coupling reinforcement connector on "W" type recess of building carrier plate body, through spiral rigid coupling antidetonation connecting piece in the protruding inside of "W" type of building carrier plate body, the bottom and the reinforcing plate rigid coupling of reinforcement connector and antidetonation connecting piece, the use of reinforcement connector and antidetonation connecting piece makes the connection between reinforcing plate and the building carrier plate body more firm, the impact resistance and the anti-seismic force of building carrier plate have been strengthened greatly.
The foregoing description is only exemplary of the preferred embodiments of the application and is provided for the purpose of illustrating the general principles of the technology and the like. Meanwhile, the scope of the invention according to the present application is not limited to the technical solutions in which the above-described technical features are combined in a specific manner, and also covers other technical solutions in which the above-described technical features or their equivalent are combined arbitrarily without departing from the inventive concept described above. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (9)
1. High impact strength antidetonation building carrier plate, including building carrier plate body (1), reinforcing plate (2), antidetonation connecting piece (3), add reinforcing connection spare (4), cushion (5), characterized by: the reinforcing plate (2) is positioned at the bottom of the floor bearing plate body (1), the floor bearing plate body (1) and the reinforcing plate (2) are fastened through the anti-seismic connecting piece (3) and the reinforcing connecting piece (4), the anti-seismic connecting piece (3) is arranged in a W-shaped bulge of the floor bearing plate body (1), inclined planes on two sides of the cushion block (5) are fixedly connected to the outside of the W-shaped bulge of the floor bearing plate body (1) through welding, the top of the anti-seismic connecting piece (3) penetrates through the top of the floor bearing plate body (1) and the cushion block (5) and is fixedly connected with the top of the floor bearing plate body (1) through a bolt, the bottom of the anti-seismic connecting piece (3) is fixedly connected with the top of the reinforcing plate (2) through welding, the reinforcing connecting piece (4) is arranged at the W-shaped groove of the floor bearing plate body (1), the reinforcing connecting piece (4) penetrates through the reinforcing plate (2) and the floor bearing plate body (1) and is fixedly connected through a spiral.
2. The high impact strength earthquake-resistant floor deck according to claim 1, wherein: the cross section of the floor support plate body (1) is a galvanized steel plate with a W-shaped groove and a W-shaped bulge structure.
3. The high impact strength earthquake-resistant floor deck according to claim 1, wherein: the reinforcing plate (2) and the floor bearing plate body (1) are equal in area.
4. The high impact strength earthquake-resistant floor deck according to claim 1, wherein: the anti-seismic connecting piece (3) is of a symmetrical structure.
5. The high impact strength earthquake-resistant floor deck according to claim 1, wherein: antidetonation connecting piece (3) include mounting panel (301), adaptor (302), a long screw rod (303), No. two long screw rods (304), the bottom of adaptor (302) pass through the nut with the both sides rigid coupling of mounting panel (301), the bottom of a long screw rod (303) pass through the nut with the top rigid coupling of adaptor (302), the bottom of No. two long screw rods (304) is passed the top of mounting panel (301) and pass through the nut with the top rigid coupling of mounting panel (301).
6. The high impact strength earthquake-resistant floor deck according to claim 5, wherein: the number of the first long screw rods (303) is two, the number of the adaptor pieces (302) is two, and an included angle between the adaptor pieces (302) and the vertical plane of the mounting plate (301) is 45 degrees.
7. The high impact strength earthquake-resistant floor deck according to claim 1, wherein: the reinforcing connecting piece (4) comprises a fastening block (401) and a stud (402), wherein the stud (402) is fixedly connected with the fastening block (401) through a screw.
8. The high impact strength earthquake-resistant floor deck according to claim 7, wherein: a cylindrical cavity is formed in the fastening block (401), threads are arranged on the surface of the cavity, and a cross groove is formed in the bottom of the stud (402).
9. The high impact strength earthquake-resistant floor deck according to claim 1, wherein: the anti-seismic connecting piece (3) is provided with a plurality of reinforcing connecting pieces (4), the number of the cushion blocks (5) is equal to that of the anti-seismic connecting pieces (3), the cross sections of the cushion blocks (5) are triangular, a cylindrical cavity is arranged in the middle of the cushion blocks (5), and threads are arranged on the surface of the cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120918604.XU CN215167037U (en) | 2021-04-29 | 2021-04-29 | High impact strength anti-seismic floor support plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120918604.XU CN215167037U (en) | 2021-04-29 | 2021-04-29 | High impact strength anti-seismic floor support plate |
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| CN215167037U true CN215167037U (en) | 2021-12-14 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737813A (en) * | 2022-05-20 | 2022-07-12 | 杨万全 | Anti-fatigue multilayer anti-bending anti-seismic steel bearing plate |
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2021
- 2021-04-29 CN CN202120918604.XU patent/CN215167037U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737813A (en) * | 2022-05-20 | 2022-07-12 | 杨万全 | Anti-fatigue multilayer anti-bending anti-seismic steel bearing plate |
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