CN214941483U - High performance building steel bar truss building carrier plate - Google Patents
High performance building steel bar truss building carrier plate Download PDFInfo
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- CN214941483U CN214941483U CN202120234442.8U CN202120234442U CN214941483U CN 214941483 U CN214941483 U CN 214941483U CN 202120234442 U CN202120234442 U CN 202120234442U CN 214941483 U CN214941483 U CN 214941483U
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- steel bar
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- bottom plate
- reinforcing rib
- chord steel
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Abstract
The utility model discloses a high performance building steel bar truss building carrier plate, including bottom plate and left web member, the left side of bottom plate is provided with the draw-in groove, and the right side of draw-in groove is provided with the fixture block, the top of fixture block is provided with the recess, and the internally mounted of recess has a welding rod, the pole setting is installed on the right side of welding rod, and installs last chord reinforcing bar in the top of pole setting, the horizontal pole is installed to the below of last chord reinforcing bar, and installs first down chord reinforcing bar in the below of horizontal pole to the second down chord reinforcing bar is installed in the left side of first down chord reinforcing bar, left side web member installs in the top of bottom plate, and installs first left strengthening rib in the left side of left side web member, second left strengthening rib is installed to the below of first left strengthening rib, and the right side of second left strengthening rib is provided with right web member. The utility model discloses have the staff installation of being convenient for, improved work efficiency, and building carrier plate performance is higher, is difficult to damage in transportation and use, has improved the practicality effect of building carrier plate.
Description
Technical Field
The utility model relates to a construction steel bar truss building carrier plate technical field specifically is a high performance construction steel bar truss building carrier plate.
Background
The steel bar truss is a truss formed by connecting steel bars serving as upper chords, lower chords and web members through resistance spot welding, the steel bar truss and the bottom plate are connected into a whole through resistance spot welding, the combined bearing plate is called a steel bar truss floor bearing plate, the building steel bar truss floor bearing plate is beneficial to uniform arrangement intervals of the steel bars and consistent thickness of a concrete protective layer, and construction quality of a floor slab is improved.
Building steel bar truss building carrier plate by the wide application in all kinds of buildings, with our life relation closely, however the installation of being not convenient for of the building steel bar truss building carrier plate that exists at present has reduced work efficiency, and the building carrier plate performance is lower, damages in transportation and use easily, has reduced the practicality of building carrier plate.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a high performance construction steel bar truss building carrier plate to solve the high performance construction steel bar truss building carrier plate that proposes in the above-mentioned background art, the installation of being not convenient for has reduced work efficiency, and the building carrier plate performance is lower, the problem of damaging in transportation and use easily.
In order to solve the technical problem, the utility model provides a following technical scheme: a high-performance building steel bar truss floor support plate comprises a bottom plate and a left web rib, wherein the left side of the bottom plate is provided with a clamping groove, a clamping block is arranged on the right side of the clamping groove, a groove is arranged above the clamping block, a welding rod is arranged in the groove, a vertical rod is arranged on the right side of the welding rod, and upper chord steel bars are arranged above the vertical rods, cross rods are arranged below the upper chord steel bars, first lower chord steel bars are arranged below the cross rods, and the left side of the first lower chord steel bar is provided with a second lower chord steel bar, the left web rib is arranged above the bottom plate, and the left side of the left web rib is provided with a first left reinforcing rib, a second left reinforcing rib is arranged below the first left reinforcing rib, and the right side of the second left reinforcing rib is provided with a right web rib, the right side of the right web rib is provided with a first right reinforcing rib, and the second right reinforcing rib is arranged below the first right reinforcing rib.
Furthermore, the clamping groove and the clamping block are symmetrically distributed about the axis of the bottom plate, and the inner surface of the clamping groove and the outer surface of the clamping block can be attached to each other.
Furthermore, the recess has 2 about the axis of bottom plate equidistant distribution, and is connected for the block between recess and the welding rod.
Furthermore, the upright stanchion is welded with the upper chord steel bar, and the upper chord steel bar and the bottom plate are arranged in parallel.
Furthermore, the first lower chord steel bars and the cross rods are connected in a welding mode, and the first lower chord steel bars and the second lower chord steel bars are arranged at the same height.
Furthermore, the left web rib and the right web rib are symmetrical with each other about the axis of the upper chord steel bar, and the lower surface of the left web rib is attached to the surface of the welding rod.
Furthermore, first left strengthening rib and the left strengthening rib of second adopt mutual parallel arrangement, and first left strengthening rib and the mutual symmetry of the axis of first right strengthening rib about the pole setting.
Compared with the prior art, the utility model discloses the beneficial effect who reaches is: the utility model discloses high performance construction steel bar truss building carrier plate, the staff of being convenient for installs the building carrier plate, has improved staff's work efficiency, and the performance of building carrier plate is higher, is difficult to receive the damage in transportation and use, influences the normal use of building carrier plate, has reduced the economic loss that the damage of building carrier plate caused simultaneously, has improved the practicality of building carrier plate.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic overall front view structure of the present invention;
FIG. 2 is a schematic overall side view of the present invention;
fig. 3 is a schematic diagram of the overall top view structure of the present invention;
FIG. 4 is a schematic view of a plurality of floor support plates according to the present invention;
in the figure: 1. a base plate; 2. a card slot; 3. a clamping block; 4. a groove; 5. welding a rod; 6. erecting a rod; 7. upper chord steel bars; 8. a cross bar; 9. a first lower chord rebar; 10. a second lower chord reinforcement; 11. the left abdominal muscle; 12. a first left reinforcing rib; 13. a second left reinforcing rib; 14. the right abdominal muscle; 15. a first right reinforcing rib; 16. and the second right reinforcing rib.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely 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 in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a high-performance building steel bar truss floor bearing plate comprises a bottom plate 1 and a left web rib 11, wherein a clamping groove 2 is arranged on the left side of the bottom plate 1, a clamping block 3 is arranged on the right side of the clamping groove 2, a groove 4 is arranged above the clamping block 3, a welding rod 5 is arranged inside the groove 4, a vertical rod 6 is arranged on the right side of the welding rod 5, an upper chord steel bar 7 is arranged above the vertical rod 6, a cross rod 8 is arranged below the upper chord steel bar 7, a first lower chord steel bar 9 is arranged below the cross rod 8, a second lower chord steel bar 10 is arranged on the left side of the first lower chord steel bar 9, the left web rib 11 is arranged above the bottom plate 1, a first left reinforcing rib 12 is arranged on the left side of the left web rib 11, a second left reinforcing rib 13 is arranged below the first left reinforcing rib 12, a right web rib 14 is arranged on the right side of the second left reinforcing rib 13, a first right reinforcing rib 15 is arranged on the right side of the right web rib 14, a second right reinforcing rib 16 is arranged below the first right reinforcing rib 15;
furthermore, the clamping groove 2 and the clamping block 3 are symmetrically distributed about the axis of the bottom plate 1, the inner surface of the clamping groove 2 and the outer surface of the clamping block 3 can be mutually attached, and the arrangement of the clamping groove 2 and the clamping block 3 is convenient for the connection and installation of the bottom plate 1, is convenient for workers to construct, and improves the working efficiency;
furthermore, 2 grooves 4 are distributed at equal intervals about the axis of the bottom plate 1, the grooves 4 are connected with the welding rods 5 in a clamping mode, the grooves 4 are used for installing the welding rods 5, and the welding rods 5 can enable the left abdominal ribs 11 and the right abdominal ribs 14 to be connected with the connecting bottom plate 1 through welding, so that the floor support plate is convenient to fix;
furthermore, the upright stanchion 6 is welded with the upper chord steel bar 7, the upper chord steel bar 7 and the bottom plate 1 are arranged in parallel, and the upright stanchion 6 can support and fix the upper chord steel bar 7 and is used for installing the cross rod 8;
furthermore, the first lower chord steel bars 9 and the cross bar 8 are welded, the first lower chord steel bars 9 and the second lower chord steel bars 10 are arranged at the same height, and the first lower chord steel bars 9 and the second lower chord steel bars 10 are used for installing the left web ribs 11 and the right web ribs 14 and fixing the positions of the left web ribs and the right web ribs through the cross bar 8;
furthermore, the left web rib 11 and the right web rib 14 are symmetrical with each other about the axis of the upper chord steel bar 7, the lower surface of the left web rib 11 is attached to the surface of the welding rod 5, the left web rib 11 and the right web rib 14 are symmetrically arranged with each other and are connected with the bottom plate 1 through the welding rod 5, so that the floor deck structure is stable;
further, first left strengthening rib 12 and the left strengthening rib 13 of second adopt mutual parallel arrangement, and first left strengthening rib 12 and the mutual symmetry of the axis of first right strengthening rib 15 about pole setting 6, and first left strengthening rib 12 can make the structure of left abdominal muscle 11 more stable with the left strengthening rib 13 of second, have strengthened the performance of floor carrier plate.
The utility model discloses a theory of operation: when the high-performance building steel bar truss floor deck is used, firstly, the bottom plate 1 and the upright stanchion 6 are vertically installed, the upper chord steel bar 7 is welded at the top of the upright stanchion 6, then the cross bar 8 is vertically installed at the inner side of the upright stanchion 6, the first lower chord steel bar 9 and the second lower chord steel bar 10 are welded below the cross bar 8, then the left web rib 11 and the right web rib 14 are respectively welded at the left side and the right side of the upper chord steel bar 7, the bottom of the upper chord steel bar is connected with the welding rod 5 in the groove 4, thus completing the installation of the floor deck, wherein the outer sides of the left web rib 11 and the right web rib 14 are respectively welded with the first left reinforcing rib 12, the second left reinforcing rib 13, the first right reinforcing rib 15 and the second right reinforcing rib 16, the strength of the left web rib 11 and the right web rib 14 can be improved, the damage of the floor deck in the use and transportation process can be avoided, after the floor deck is installed, draw-in groove 2 and the fixture block 3 of 1 both sides of staff's accessible bottom plate make to be connected between a plurality of building carrier plates, aim at draw-in groove 2 with fixture block 3 and can accomplish the connection, the staff's operation of being convenient for, and the installation is neat, has improved the practicality of building carrier plate.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The utility model provides a high performance building steel bar truss floor carrier plate, includes bottom plate (1) and left web reinforcement (11), its characterized in that: the left side of the bottom plate (1) is provided with a clamping groove (2), the right side of the clamping groove (2) is provided with a clamping block (3), the top of the clamping block (3) is provided with a groove (4), the inside of the groove (4) is provided with a welding rod (5), the right side of the welding rod (5) is provided with a vertical rod (6), an upper chord steel bar (7) is arranged above the vertical rod (6), a transverse rod (8) is arranged below the upper chord steel bar (7), a first lower chord steel bar (9) is arranged below the transverse rod (8), a second lower chord steel bar (10) is arranged on the left side of the first lower chord steel bar (9), a left web (11) is arranged above the bottom plate (1), a first left reinforcing rib (12) is arranged on the left side of the left web (11), a second left reinforcing rib (13) is arranged below the first left reinforcing rib (12), and a right web (14) is arranged on the right side of the second left reinforcing rib (13), the right side of right side abdominal muscle (14) is provided with first right strengthening rib (15), and the below of first right strengthening rib (15) is provided with second right strengthening rib (16).
2. The high-performance construction steel bar truss floor deck according to claim 1, wherein: the clamping groove (2) and the clamping block (3) are symmetrically distributed about the axis of the bottom plate (1), and the inner surface of the clamping groove (2) and the outer surface of the clamping block (3) can be attached to each other.
3. The high-performance construction steel bar truss floor deck according to claim 1, wherein: the groove (4) is distributed with 2 in the axis of the bottom plate (1) at equal intervals, and the groove (4) is connected with the welding rod (5) in a clamping manner.
4. The high-performance construction steel bar truss floor deck according to claim 1, wherein: the upright stanchion (6) is welded with the upper chord steel bar (7), and the upper chord steel bar (7) is parallel to the bottom plate (1).
5. The high-performance construction steel bar truss floor deck according to claim 1, wherein: the first lower chord steel bars (9) are welded with the cross bars (8), and the first lower chord steel bars (9) and the second lower chord steel bars (10) are arranged at the same height.
6. The high-performance construction steel bar truss floor deck according to claim 1, wherein: the left web rib (11) and the right web rib (14) are symmetrical to each other about the axis of the upper chord steel bar (7), and the lower surface of the left web rib (11) is attached to the surface of the welding rod (5).
7. The high-performance construction steel bar truss floor deck according to claim 1, wherein: the first left reinforcing rib (12) and the second left reinforcing rib (13) are arranged in parallel, and the first left reinforcing rib (12) and the first right reinforcing rib (15) are symmetrical to each other about the axis of the vertical rod (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120234442.8U CN214941483U (en) | 2021-01-27 | 2021-01-27 | High performance building steel bar truss building carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120234442.8U CN214941483U (en) | 2021-01-27 | 2021-01-27 | High performance building steel bar truss building carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214941483U true CN214941483U (en) | 2021-11-30 |
Family
ID=79100382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120234442.8U Active CN214941483U (en) | 2021-01-27 | 2021-01-27 | High performance building steel bar truss building carrier plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214941483U (en) |
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2021
- 2021-01-27 CN CN202120234442.8U patent/CN214941483U/en active Active
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