CN220521714U - Steel construction assembled building carrier plate structure - Google Patents
Steel construction assembled building carrier plate structure Download PDFInfo
- Publication number
- CN220521714U CN220521714U CN202321935789.0U CN202321935789U CN220521714U CN 220521714 U CN220521714 U CN 220521714U CN 202321935789 U CN202321935789 U CN 202321935789U CN 220521714 U CN220521714 U CN 220521714U
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- Prior art keywords
- fixedly connected
- bars
- lower chord
- vertical support
- positioning
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 35
- 239000010959 steel Substances 0.000 title claims abstract description 35
- 238000010276 construction Methods 0.000 title claims description 7
- 238000005728 strengthening Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 abstract description 39
- 238000000034 method Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- 230000009471 action Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 229910000679 solder Inorganic materials 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 constructional engineering and discloses a steel structure assembled floor support plate structure, which comprises a bottom die, wherein eight vertical support steel bars are fixedly connected to the top end of the bottom die, horizontal support steel bars are fixedly connected to the eight vertical support steel bars, two lower chord steel bars are fixedly connected to the top ends of two adjacent horizontal support steel bars, and the eight lower chord steel bars are fixedly connected between the two long reinforcing bars.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a steel structure assembled floor support plate structure.
Background
At present, steel structure buildings are widely applied in China due to the advantages of high strength, light dead weight, high construction speed and the like, and a floor support plate is used as one of important members of the steel structure buildings and is mainly used for being combined with concrete after concrete pouring to form a composite floor slab.
The prior steel bar truss floor support plate is fixedly connected in a welding mode, if welding spots are not firm, safety accidents can be caused, and therefore, the steel structure assembled floor support plate structure is provided for solving the problems.
Disclosure of Invention
(one) solving the technical problems
The utility model aims to solve the problem that safety accidents can be caused if welding spots are not firm because the conventional steel bar truss floor support plate fixing and connecting mode is mostly a welding mode, and provides a steel structure assembled floor support plate structure.
(II) technical scheme
The technical scheme for solving the technical problems is as follows:
the utility model provides a steel construction assembled building carrier plate structure, includes the die block, eight vertical support reinforcing bars of top fixedly connected with of die block, all fixedly connected with horizontal support reinforcing bar on eight vertical support reinforcing bars, all with long strengthening rib fixed connection on four vertical support reinforcing bars of front and back both sides, two lower chord reinforcing bars of equal fixedly connected with in top of front and back two adjacent horizontal support reinforcing bars, eight lower chord reinforcing bars are all fixedly connected with between two long strengthening ribs, two short strengthening ribs of fixedly connected with between lower chord reinforcing bar and the die block, front and back two the top of vertical support reinforcing bar all with web member reinforcing bar fixed connection, be provided with the locating component that is used for determining hookup location between the 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 two first locating blocks, the left end fixedly connected with two first locating blocks of die block, first screw holes have all been seted up on the two first locating blocks, the left end fixedly connected with location section of thick bamboo of die block, the right-hand member fixedly connected with two second locating blocks of die block, second screw holes have all been seted up on the two second locating blocks, the right-hand member fixedly connected with locating lever of die block.
(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 long reinforcing ribs and the short reinforcing ribs are arranged, the four vertical support steel bars on the front side and the rear side are fixedly connected with the long reinforcing ribs, the eight lower chord steel bars are fixedly connected between the two long reinforcing ribs, and the two short reinforcing ribs are fixedly connected between the lower chord steel bars and the bottom die, so that the connection between the lower chord steel bars and the main body is firmer, and compared with the prior art, the safety accident caused by the fact that welding spots are not firm is avoided.
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. long reinforcing ribs; 5. lower chord steel bars; 6. short reinforcing ribs; 7. web member reinforcement; 8. a positioning assembly; 81. a first positioning block; 82. a first threaded hole; 83. a positioning cylinder; 84. a second positioning block; 85. a second threaded hole; 86. and a positioning rod.
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 construction assembled building carrier plate structure, including die block 1, eight vertical support reinforcing bars 2 of top fixedly connected with of die block 1, all fixedly connected with horizontal support reinforcing bar 3 on eight vertical support reinforcing bars 2, all with long strengthening rib 4 fixed connection on four vertical support reinforcing bars 2 of front and back both sides, two lower chord reinforcing bars 5 of equal fixedly connected with in top of two front and back adjacent horizontal support reinforcing bars 3, eight lower chord reinforcing bars 5 are all fixedly connected with between two long strengthening ribs 4, two short strengthening ribs 6 of fixedly connected with between lower chord reinforcing bars 5 and the die block 1, the top of two vertical support reinforcing bars 2 all with web member reinforcing bar 7 fixed connection around, be provided with on die block 1 and be used for determining the locating component 8 of hookup location between the truss building carrier plate.
Through the setting, die block 1, vertical support reinforcing bar 2, horizontal support reinforcing bar 3, lower chord reinforcing bar 5 and web member reinforcing bar 7 between fixed connection all be the welding, through fixed mutually with two long strengthening ribs 4 at eight lower chord reinforcing bars 5, be fixed with two short strengthening ribs 6 between lower chord reinforcing bar 5 and the die block 1, make steel construction assembled building carrier plate whole more firm, avoid leading to the occurrence of installation accident because of the solder joint is infirm, need note that four web member reinforcing bar 7 all support corresponding two lower chord reinforcing bars 5, by web member reinforcing bar 7 bearing, and lower chord reinforcing bar 5 prevents web member reinforcing bar 7 from expanding outward.
Referring to fig. 1, the positioning assembly 8 includes two first positioning blocks 81, the left end of the bottom die 1 is fixedly connected with the two first positioning blocks 81, the two first positioning blocks 81 are provided with first threaded holes 82, the left end of the bottom die 1 is fixedly connected with a positioning cylinder 83, the right end of the bottom die 1 is fixedly connected with two second positioning blocks 84, the two second positioning blocks 84 are provided with second threaded holes 85, and the right end of the bottom die 1 is fixedly connected with a positioning rod 86;
through the structure, the steel structure assembly type floor support plates on the left side and the right side are inserted into the positioning cylinder 83 through the positioning rods 86, the steel structure assembly type floor support plates on the left side and the right side are aligned, and the screwing bolts sequentially penetrate through the second threaded holes 85 and the first threaded holes 82, so that the steel structure assembly type floor support plates on the left side and the right side are fixed, and then the screw bolts only need to be reversely screwed if the steel structure assembly type floor support plates are required to be disassembled and assembled.
Working principle:
the innovation point implementation steps are as follows:
the positioning rod 86 is inserted into the positioning cylinder 83, the steel structure assembly type floor support plates at the left side and the right side are aligned, and the screwing bolts sequentially penetrate through the second threaded holes 85 and the first threaded holes 82, so that the steel structure assembly type floor support plates at the left side and the right side are fixed, and then the steel structure assembly type floor support plates which are close to each other left and right only need to be reversely screwed and detached along the central line direction of the positioning rod 86.
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 construction assembled building carrier plate structure, includes die block (1), its characterized in that: eight vertical support bars (2) of top fixedly connected with of die block (1), all fixedly connected with horizontal support bar (3) on eight vertical support bars (2), all with long strengthening rib (4) fixed connection on four vertical support bars (2) of front and back both sides, two lower chord bars (5) of equal fixedly connected with in top of two adjacent horizontal support bars (3) around, eight lower chord bars (5) all fixed connection between two long strengthening ribs (4), two short strengthening ribs (6) of fixedly connected with between lower chord bars (5) and die block (1), two front and back the top of vertical support bars (2) all with web member bar (7) fixed connection, be provided with on die block (1) and be used for confirming locating component (8) of hooping position between the truss building carrier plate.
2. A steel structure fabricated deck structure as claimed in claim 1, wherein: the positioning assembly (8) comprises two first positioning blocks (81), the left end of the bottom die (1) is fixedly connected with two first positioning blocks (81), the two first positioning blocks (81) are provided with first threaded holes (82), the left end of the bottom die (1) is fixedly connected with a positioning cylinder (83), the right end of the bottom die (1) is fixedly connected with two second positioning blocks (84), the two second positioning blocks (84) are provided with second threaded holes (85), and the right end of the bottom die (1) is fixedly connected with a positioning rod (86).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321935789.0U CN220521714U (en) | 2023-07-21 | 2023-07-21 | Steel construction assembled building carrier plate structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321935789.0U CN220521714U (en) | 2023-07-21 | 2023-07-21 | Steel construction assembled building carrier plate structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220521714U true CN220521714U (en) | 2024-02-23 |
Family
ID=89925777
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321935789.0U Active CN220521714U (en) | 2023-07-21 | 2023-07-21 | Steel construction assembled building carrier plate structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220521714U (en) |
-
2023
- 2023-07-21 CN CN202321935789.0U patent/CN220521714U/en active Active
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