CN222025311U - Reinforced truss building carrier plate reinforced structure that encorbelments - Google Patents
Reinforced truss building carrier plate reinforced structure that encorbelments Download PDFInfo
- Publication number
- CN222025311U CN222025311U CN202323579334.2U CN202323579334U CN222025311U CN 222025311 U CN222025311 U CN 222025311U CN 202323579334 U CN202323579334 U CN 202323579334U CN 222025311 U CN222025311 U CN 222025311U
- Authority
- CN
- China
- Prior art keywords
- steel
- bar truss
- carrier plate
- steel bar
- building carrier
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 75
- 239000010959 steel Substances 0.000 claims abstract description 75
- 210000003205 muscle Anatomy 0.000 claims abstract description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000010276 construction Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 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
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a reinforced structure encorbelments of steel bar truss building carrier plate, it includes girder steel, fixed mounting is at the steel bar truss building carrier plate on girder steel upper portion down, go up the girder steel, the outer end of steel bar truss building carrier plate is equipped with the sideform, 250 from the sideform its characterized in that steel bar truss building carrier plate 350mm department is connected with logical long muscle, logical long muscle and go up swing joint have evenly distributed's a plurality of to one side cable wire between the girder steel, every lower extreme that draws cable wire links to each other with logical long muscle through building carrier plate rings, every upper end that draws cable wire inwards inclines and all can dismantle the buckle through little rings with last girder steel and be connected.
Description
Technical Field
The utility model relates to a cantilever reinforcing structure of a steel bar truss floor support plate, and belongs to the technical field of building construction.
Background
Along with the pushing and strengthening of the assembled steel structure, the construction efficiency is required to be higher and higher. In the construction process of the steel bar truss floor support plate, the steel bar truss floor support plate is paved parallel to the steel beam and is overhanging, and overhanging positions are required to be supported and reinforced, so that the floor slab is not deflected after concrete pouring, and the construction requirement is met. At present, the steel bar truss floor support plate cantilever position support reinforcing mode adopts a steel pipe frame support, and because no corresponding steel pipe frame support rooting place is arranged under most cantilever positions, the mode has complex procedures, relatively long period and increased construction cost due to material processing and secondary transportation.
Disclosure of utility model
The utility model aims to overcome the defects of the prior art and provide the cantilever reinforcing structure of the steel bar truss floor support plate.
The technical scheme provided by the utility model is as follows: the utility model provides a reinforced structure encorbelments of steel bar truss building carrier plate, it includes girder steel, fixed mounting is at the steel bar truss building carrier plate on girder steel upper portion down, go up the girder steel, the outer end of steel bar truss building carrier plate is equipped with the sideform, its characterized in that steel bar truss building carrier plate is connected with logical long muscle apart from sideform 250-350mm department, logical long muscle and go up swing joint have evenly distributed's a plurality of to one side steel wire rope between the girder steel, every lower extreme that draws steel wire rope all links to each other with logical long muscle through building carrier plate rings, every upper end that draws steel wire rope inwards inclines and all can dismantle with last girder steel through little rings, can dismantle the buckle and be connected.
Further, the inclined angle alpha of the inclined steel wire rope is 55-65 degrees.
Further, the inclined angle alpha of the inclined steel wire rope is 60 degrees.
Further, the detachable buckle comprises a U-shaped buckle and a fastening bolt in threaded connection with the U-shaped buckle.
Further, the distance H between the through long rib and the side die is 300mm.
The beneficial effects of the utility model are as follows: the steel bar truss floor carrier plate is welded with the through long ribs which are 250-350mm (preferably 300 mm) away from the side dies, the through long ribs and the upper steel beam are fixedly connected through the detachable buckles, the floor carrier plate hanging rings, the small hanging rings and the bolts, the upper ends of the through long ribs and the upper steel beam are inclined inwards, the inclined steel wire ropes are inclined at an angle of 55-65 degrees (preferably 60 degrees), and the detachable buckles 7 are U-shaped fastening bolt buckles. The utility model can be installed along with the steel beam, and the construction of the overhanging position of the steel bar truss floor support plate is simple and convenient, the construction time is saved, the construction cost is reduced, the production efficiency is improved, the permanent reinforcement of the strength of the floor slab at the overhanging position is facilitated, and the structural safety of the overhanging position is enhanced.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a side view of the present utility model;
Fig. 3 is a schematic structural view of the detachable buckle of the present utility model.
In the figure: 1. a lower steel girder; 2. 3, reinforcing steel bar truss floor support plates, and through long ribs; 4. a side mold; 5. lifting rings of floor support plates; 6. a cable-stayed steel wire rope; 7. a detachable buckle; 8. loading a steel beam; 9. and a small hanging ring.
Detailed Description
The following detailed description of specific embodiments of the utility model refers to the accompanying drawings:
As shown in figures 1 and 2, the cantilever reinforcing structure of the steel bar truss floor support plate comprises a lower steel beam 1, a steel bar truss floor support plate 2 fixedly installed on the upper portion of the lower steel beam 1 and an upper steel beam 8, wherein an edge die 4 is arranged at the outer end of the steel bar truss floor support plate 2, a through long rib 3 is fixedly welded on the steel bar truss floor support plate 2, the distance H between the through long rib 3 and the edge die 4 is 250-350mm (preferably 300 mm), a plurality of floor support plate hanging rings 5 which are uniformly distributed are connected on the through long rib 3, the lower end of each inclined steel wire rope 6 is connected to each floor support plate hanging ring 5, a small hanging ring 9 is connected to the upper end of each inclined steel wire rope 6, a detachable buckle 7 is connected to each small hanging ring 9, and the detachable buckle 7 is detachably connected with the upper steel beam 8. The upper end of the diagonal cable 6 is inclined inwards by an angle alpha of 55 deg. -65 deg. (preferably 60 deg.). As shown in fig. 3, the detachable buckle 7 includes a U-shaped buckle 10 and a fastening bolt 11 screwed on the U-shaped buckle 10.
During construction, after the steel bar truss floor supporting plate 2 is installed, the steel bar truss floor supporting plate 2 is welded and fixed at a position 250-350mm away from the side die, a plurality of floor supporting plate hanging rings 5 are welded and fixed with the through long ribs 3, then one ends of a plurality of inclined pull steel wire ropes 6 with the same number as the floor supporting plate hanging rings 5 are connected with the floor supporting plate hanging rings 5, the other ends of the inclined pull steel wire ropes 6 are connected with the detachable buckles 7 through small hanging rings 9, finally the detachable buckles 7 are clamped on the upper steel beams 8, the fastening bolts 11 are screwed, and the overhanging integral bracing and reinforcing of the steel bar truss floor supporting plate are realized.
It should be understood that parts of the present specification not specifically described are prior art. The above examples are only illustrative of the preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, and various modifications and improvements made by those skilled in the art to the technical solution of the present utility model should fall within the scope of protection defined by the claims of the present utility model without departing from the spirit of the design of the present utility model.
Claims (5)
1. The utility model provides a reinforced structure encorbelments of steel bar truss building carrier plate, it includes girder steel, fixed mounting is at the steel bar truss building carrier plate on girder steel upper portion down, go up the girder steel, the outer end of steel bar truss building carrier plate is equipped with the sideform, its characterized in that steel bar truss building carrier plate is connected with logical long muscle apart from sideform 250-350mm department, logical long muscle and go up swing joint have evenly distributed's a plurality of to one side steel wire rope between the girder steel, every lower extreme that draws steel wire rope all links to each other with logical long muscle through building carrier plate rings, every upper end that draws steel wire rope inwards inclines and all can dismantle with last girder steel through little rings, can dismantle the buckle and be connected.
2. The cantilever reinforcing structure of the steel bar truss floor support plate according to claim 1, wherein the inclined angle alpha of the inclined steel wire rope is 55-65 degrees.
3. The cantilever reinforcing structure of the steel bar truss floor support plate according to claim 2, wherein the inclined angle alpha of the inclined steel wire rope is 60 degrees.
4. The cantilever reinforcing structure of the steel bar truss floor support plate according to claim 1, wherein the detachable buckle comprises a U-shaped buckle and a fastening bolt in threaded connection with the U-shaped buckle.
5. The cantilever reinforcing structure of the steel bar truss floor support plate according to claim 1, wherein the distance H between the through long ribs and the side mold is 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323579334.2U CN222025311U (en) | 2023-12-27 | 2023-12-27 | Reinforced truss building carrier plate reinforced structure that encorbelments |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323579334.2U CN222025311U (en) | 2023-12-27 | 2023-12-27 | Reinforced truss building carrier plate reinforced structure that encorbelments |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN222025311U true CN222025311U (en) | 2024-11-19 |
Family
ID=93434054
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323579334.2U Active CN222025311U (en) | 2023-12-27 | 2023-12-27 | Reinforced truss building carrier plate reinforced structure that encorbelments |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN222025311U (en) |
-
2023
- 2023-12-27 CN CN202323579334.2U patent/CN222025311U/en active Active
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| GR01 | Patent grant | ||
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