CN221030904U - Steel bar truss floor support plate - Google Patents
Steel bar truss floor support plate Download PDFInfo
- Publication number
- CN221030904U CN221030904U CN202321830775.2U CN202321830775U CN221030904U CN 221030904 U CN221030904 U CN 221030904U CN 202321830775 U CN202321830775 U CN 202321830775U CN 221030904 U CN221030904 U CN 221030904U
- Authority
- CN
- China
- Prior art keywords
- steel bar
- bar truss
- fixedly connected
- steel bars
- truss floor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 239000004566 building material Substances 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 12
- 238000000034 method Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to the technical field of building materials, and discloses a steel bar truss floor support plate, which comprises a bottom die, wherein eight vertical support steel bars are fixedly connected to the top end of the bottom die, and horizontal support steel bars are fixedly connected to the rear ends of the eight vertical support steel bars.
Description
Technical Field
The utility model relates to the technical field of building materials, in particular to a steel bar truss floor support plate.
Background
The steel bars are used as upper chords, lower chords and web members, the trusses formed by connecting the steel bars through resistance spot welding are called steel bar trusses, and the steel bar trusses and the bottom plate are connected into a whole through resistance spot welding to form a combined bearing plate which is called a steel bar truss floor bearing plate.
When the existing steel bar truss floor support plate is reinstalled, the steel bar truss floor support plate is placed at equal intervals after being measured and marked by using a measuring tool, the joint is welded by using a welding gun, the measuring tool is used for measuring the workload, and the efficiency is low, so that the steel bar truss floor support plate is provided for solving the problems.
Disclosure of utility model
(One) solving the technical problems
The utility model aims to solve the problems that when the existing steel bar truss floor support plate is reinstalled, the steel bar truss floor support plate is placed at equal intervals after being measured and marked by using a measuring tool, the connecting positions are welded by using a welding gun, the measuring tool is used for measuring the large workload and the efficiency is low.
(II) technical scheme
The technical scheme for solving the technical problems is as follows:
The utility model provides a steel bar truss building carrier plate, includes the die block, eight vertical support bars of top fixedly connected with of die block, the equal fixedly connected with horizontal support bar of rear end of eight vertical support bars, two lower chord bars of equal fixedly connected with in the top of two preceding adjacent horizontal support bars, two preceding vertical support bar's top all is with web member bar fixed connection, be provided with the locating component that is used for confirming hookup location between the steel bar truss building carrier plate on the die block.
On the basis of the technical scheme, the utility model can be improved as follows.
Preferably, the locating component comprises a bulge, the rear end of the bottom die is fixedly connected with the bulge, the front end of the bottom die is provided with a groove matched with the bulge, the left end of the bottom die is fixedly connected with a locating block, a locating hole is formed in the locating block, the top end of the bottom die is fixedly connected with a limiting block, and the limiting block is provided with a limiting hole.
Preferably, the four web member bars are respectively abutted against the corresponding two lower chord bars.
(III) beneficial effects
Compared with the prior art, the technical scheme of the application has the following beneficial technical effects:
According to the utility model, the bulges, the grooves, the positioning blocks, the positioning holes, the limiting blocks and the limiting holes are arranged, the bulges of the steel bar truss floor support plates are inserted into the inner sides of the grooves of the steel bar truss floor support plates at the rear side, the grooves of the steel bar truss floor support plates are matched with the bulges of the steel bar truss floor support plates at the front side, the positioning blocks of the steel bar truss floor support plates are aligned with the limiting blocks of the steel bar truss floor support plates at the left side, the limiting blocks of the steel bar truss floor support plates are inserted along the limiting holes and the positioning holes by the bolts, and therefore, all the steel bar truss floor support plates are aligned with each other.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model.
In the figure: 1. a bottom die; 2. a vertical support steel bar; 3. horizontal support steel bars; 4. lower chord steel bars; 5. web member reinforcement; 6. a positioning assembly; 61. a protrusion; 62. a groove; 63. a positioning block; 64. positioning holes; 65. a limiting block; 66. and a limiting hole.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the embodiment, given by fig. 1, a steel bar truss building carrier plate, including die block 1, the top fixedly connected with eight vertical support reinforcing bars 2 of die block 1, the equal fixedly connected with horizontal support reinforcing bar 3 of the rear end of eight vertical support reinforcing bars 2, the equal fixedly connected with in the top of two front and back adjacent horizontal support reinforcing bars 3 is two lower chord reinforcing bars 4, front and back two the top of vertical support reinforcing bars 2 all with web member reinforcing bar 5 fixed connection, be provided with on die block 1 and be used for confirming the locating component 6 of hookup location between the steel bar truss building carrier plate.
Through the setting, the fixed connection is the welding between die block 1, vertical support reinforcing bar 2, horizontal support reinforcing bar 3, lower chord reinforcing bar 4 and the web member reinforcing bar 5, can confirm the position between steel bar truss building supporting plate and the adjacent steel bar truss building supporting plate through locating component 6, need not to use measuring tool to measure, reduces work load, reinforcing work efficiency.
Referring to fig. 1, the positioning assembly 6 includes a protrusion 61, a protrusion 61 is fixedly connected to the rear end of the bottom die 1, a groove 62 adapted to the protrusion 61 is provided at the front end of the bottom die 1, a positioning block 63 is fixedly connected to the left end of the bottom die 1, a positioning hole 64 is provided on the positioning block 63, a limiting block 65 is fixedly connected to the top end of the bottom die 1, and a limiting hole 66 is provided on the limiting block 65;
Through the above structure setting, the boss 61 of the steel bar truss floor carrier plate is inserted into the inside of the boss 62 of the steel bar truss floor carrier plate on the rear side, the boss 62 of the steel bar truss floor carrier plate is matched with the boss 61 of the steel bar truss floor carrier plate on the front side, the positioning block 63 of the steel bar truss floor carrier plate is aligned with the stopper 65 of the steel bar truss floor carrier plate on the left side, the stopper 65 of the steel bar truss floor carrier plate is aligned with the positioning block 63 of the steel bar truss floor carrier plate on the right side by inserting the bolt along the stopper 66 and the positioning hole 64, and thus all the steel bar truss floor carrier plates are aligned.
Referring to fig. 1, wherein four web bars 5 are each abutted against corresponding two lower chord bars 4;
Through the above structure arrangement, the web bars 5 bear load, and the lower chord bars 4 prevent the web bars 5 from expanding outwards.
Working principle:
the innovation point implementation steps are as follows:
The first step: the bulges 61 of the steel bar truss floor support plate are inserted into the inner sides of the grooves 62 of the steel bar truss floor support plate at the rear side, and the grooves 62 of the steel bar truss floor support plate are matched with the bulges 61 of the steel bar truss floor support plate at the front side;
And a second step of: the positioning block 63 of the steel bar truss floor support plate is aligned with the stopper 65 of the steel bar truss floor support plate on the left side, the stopper 65 of the steel bar truss floor support plate is aligned with the positioning block 63 of the steel bar truss floor support plate on the right side, and the stopper 65 of the steel bar truss floor support plate is inserted with the stopper along the stopper 66 and the positioning hole 64, thereby aligning all the steel bar truss floor support plates.
It is noted that relational terms such as first and second, and the like are 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. Moreover, 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. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (2)
1. The utility model provides a steel bar truss building carrier plate, includes die block (1), its characterized in that: eight vertical support steel bars (2) are fixedly connected to the top end of the bottom die (1), horizontal support steel bars (3) are fixedly connected to the rear ends of the eight vertical support steel bars (2), two lower chord steel bars (4) are fixedly connected to the top ends of two adjacent horizontal support steel bars (3), the top ends of the two vertical support steel bars (2) are fixedly connected with web member steel bars (5), and a positioning assembly (6) for determining the connection position between steel bar truss building support plates is arranged on the bottom die (1);
The positioning assembly (6) comprises a bulge (61), the rear end of the bottom die (1) is fixedly connected with the bulge (61), the front end of the bottom die (1) is provided with a groove (62) matched with the bulge (61), the left end of the bottom die (1) is fixedly connected with a positioning block (63), the positioning block (63) is provided with a positioning hole (64), the top end of the bottom die (1) is fixedly connected with a limiting block (65), and the limiting block (65) is provided with a limiting hole (66).
2. A steel bar truss floor carrier plate as claimed in claim 1 wherein: the four web member steel bars (5) are respectively propped against the corresponding two lower chord steel bars (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321830775.2U CN221030904U (en) | 2023-07-12 | 2023-07-12 | Steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321830775.2U CN221030904U (en) | 2023-07-12 | 2023-07-12 | Steel bar truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221030904U true CN221030904U (en) | 2024-05-28 |
Family
ID=91187869
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321830775.2U Active CN221030904U (en) | 2023-07-12 | 2023-07-12 | Steel bar truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221030904U (en) |
-
2023
- 2023-07-12 CN CN202321830775.2U patent/CN221030904U/en active Active
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| GR01 | Patent grant |