CN211313021U - Novel assembled detachable steel bar truss floor support plate - Google Patents
Novel assembled detachable steel bar truss floor support plate Download PDFInfo
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- CN211313021U CN211313021U CN201921480841.1U CN201921480841U CN211313021U CN 211313021 U CN211313021 U CN 211313021U CN 201921480841 U CN201921480841 U CN 201921480841U CN 211313021 U CN211313021 U CN 211313021U
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- steel bar
- truss
- bar truss
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Abstract
Novel steel bar truss building carrier plate can be dismantled to assembled, including the installation truss, the lower part both ends of installation truss respectively are provided with a bayonet socket, the bottom both ends of installation truss respectively are provided with a bolt hole. A steel bar truss longitudinal rib is fixed in each bayonet, the steel bar truss longitudinal ribs are welded with steel bars at the bayonets, a plurality of oblique tie bars are welded on each steel bar truss longitudinal rib, and the other ends of the oblique tie bars are welded on a steel bar truss main beam at the same time; one end of a cross beam is welded on the inner side of each longitudinal bar of the steel bar truss; the middle part welding of crossbeam has the one end of a perpendicular roof beam, the other end welding of perpendicular roof beam is on the steel bar truss girder. And a floor bearing plate is fixed at the bottom of the mounting truss in a mode that a long bolt penetrates into a bolt hole. The firmness of the whole system is ensured; the floor support plate is guaranteed to be detachable.
Description
Technical Field
The utility model relates to a steel bar truss building carrier plate component, especially a simple structure is reliable, and is fixed firm, and steel bar truss building carrier plate can be dismantled to the novel assembled of building carrier plate dismouting of being convenient for.
Background
The connected mode of current steel bar truss and building carrier plate all is that the support welds both together, and concrete placement completion back needs to cut the building carrier plate, wastes time and energy.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem, the utility model provides a steel bar truss building carrier plate can be dismantled to novel assembled of simple structure reliable, fixed firm, the building carrier plate dismouting of being convenient for.
Realize the utility model discloses the novel assembled steel bar truss building carrier plate of dismantling of purpose, including the installationTrussA frame, the installationTrussOf a shelfLower partBoth ends of the part are respectively provided with a bayonet, and the installation is carried outTrussTwo bolt holes are respectively arranged at two ends of the bottom of the frame. A steel bar truss is fixed in each bayonetRibsThe steel bar truss is longitudinalRibsThe steel bar truss longitudinal ribs are welded with steel bars at the bayonet, a plurality of oblique tie bars are welded on each steel bar truss longitudinal rib, and the other ends of the oblique tie bars are welded on one steel bar truss main beam at the same time; one end of a cross beam is welded on the inner side of each longitudinal bar of the steel bar truss; the middle part welding of crossbeam has the one end of a perpendicular roof beam, the other end welding of perpendicular roof beam is on the steel bar truss girder. The installationTrussThe bottom of the frame is fixed with a floor support plate by a long bolt penetrating into a bolt hole.
According to the novel assembly type detachable steel bar truss floor support plate, the steel bar truss main beam and the steel bar truss longitudinal ribs are firmly welded and fixed together through the design of the installation truss, the bayonet, the tie bars, the cross beams and the vertical beams, and the firmness of the whole system is guaranteed; through the mode that longbolt and bolt hole match, guaranteed the dismantled and assembled of building carrier plate.
Drawings
Fig. 1 is the utility model discloses a novel steel bar truss building carrier plate's structural schematic can be dismantled to assembled.
Fig. 2 is the utility model discloses a novel assembled can dismantle steel bar truss building carrier plate overlook direction structure schematic diagram.
Detailed Description
As shown in fig. 1-2, the utility model discloses a novel assembled steel bar truss building carrier plate of dismantling of purpose, including installation truss 1, the lower part both ends of installation truss 1 respectively are provided with a bayonet socket 5, the bottom both ends of installation truss 1 respectively are provided with a bolt hole 4. A steel bar truss longitudinal rib 6 is fixed in each bayonet 5, the steel bar truss longitudinal ribs 6 are welded with steel bars at the bayonets 5, a plurality of oblique tie bars 7 are welded on each steel bar truss longitudinal rib 6, and the other ends of the oblique tie bars 7 are welded on a steel bar truss main beam 8 at the same time; one end of a cross beam 10 is welded on the inner side of each steel bar truss longitudinal bar 6; the middle part of crossbeam 10 welds the one end of a perpendicular roof beam 9, the other end welding of perpendicular roof beam 9 is on steel bar truss girder 8. The bottom of the mounting truss 1 is fixed with a floor support plate 2 by a long bolt 3 penetrating into a bolt hole 4.
According to the novel assembly type detachable steel bar truss floor support plate, the steel bar truss main beam and the steel bar truss longitudinal ribs are firmly welded and fixed together through the design of the installation truss, the bayonet, the tie bars, the cross beams and the vertical beams, and the firmness of the whole system is guaranteed; through the mode that longbolt and bolt hole match, guaranteed the dismantled and assembled of building carrier plate.
The above-mentioned embodiments are only intended to describe the preferred embodiments of the present invention, but not to limit the scope of the present invention, and various modifications and improvements made by the technical solutions of the present invention by those skilled in the art should fall within the protection scope defined by the claims of the present invention without departing from the design spirit of the present invention.
Claims (1)
1. The novel assembly type detachable steel bar truss floor support plate comprises an installation truss, wherein two ends of the lower part of the installation truss are respectively provided with a bayonet, two ends of the bottom of the installation truss are respectively provided with a bolt hole, a steel bar truss longitudinal rib is fixed in each bayonet, and the steel bar truss longitudinal ribs are welded with steel bars at the bayonets; one end of a cross beam is welded on the inner side of each longitudinal bar of the steel bar truss; one end of a vertical beam is welded in the middle of the cross beam, and the other end of the vertical beam is welded on the steel bar truss main beam; and a floor bearing plate is fixed at the bottom of the mounting truss in a mode that a long bolt penetrates into a bolt hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921480841.1U CN211313021U (en) | 2019-09-06 | 2019-09-06 | Novel assembled detachable steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921480841.1U CN211313021U (en) | 2019-09-06 | 2019-09-06 | Novel assembled detachable steel bar truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211313021U true CN211313021U (en) | 2020-08-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921480841.1U Active CN211313021U (en) | 2019-09-06 | 2019-09-06 | Novel assembled detachable steel bar truss floor support plate |
Country Status (1)
| Country | Link |
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| CN (1) | CN211313021U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111411697A (en) * | 2020-05-14 | 2020-07-14 | 常州工程职业技术学院 | Oblique meshed assembly type steel frame node unit and connection method thereof |
-
2019
- 2019-09-06 CN CN201921480841.1U patent/CN211313021U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111411697A (en) * | 2020-05-14 | 2020-07-14 | 常州工程职业技术学院 | Oblique meshed assembly type steel frame node unit and connection method thereof |
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