CN210369500U - Steel bar truss floor bearing plate with separated pipelines - Google Patents
Steel bar truss floor bearing plate with separated pipelines Download PDFInfo
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- CN210369500U CN210369500U CN201920841846.6U CN201920841846U CN210369500U CN 210369500 U CN210369500 U CN 210369500U CN 201920841846 U CN201920841846 U CN 201920841846U CN 210369500 U CN210369500 U CN 210369500U
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Abstract
The utility model relates to a steel bar truss floor bearing plate with separated pipelines, which comprises a steel beam, a floor bearing plate, a profiled steel plate and pipelines; wherein anchor bolts are welded on the upper surface of the steel beam; the floor bearing plate is supported on the steel beam, and the anchor bolt is inserted into the floor bearing plate; the floor support plate comprises a steel bar truss, a galvanized steel plate, a pattern steel plate and a concrete layer; wherein the galvanized steel sheet is laid on the steel beam; the steel bar truss is arranged on the galvanized steel plate; the pattern steel plate is positioned above the profiled steel plate; the concrete layer is coated with a steel bar truss, a galvanized steel plate and a patterned steel plate; the profiled steel sheet is embedded in the floor support plate, and a pipeline containing cavity is formed in the profiled steel sheet; the line is disposed within the line receiving cavity. The utility model discloses with pipeline and building carrier plate separation, need not lay the pipeline in the floor, construction convenience reduces the cross construction of installation operation and civil engineering operation to reduce pre-buried line box in the floor, reduce the galvanized steel sheet at the bottom of the building carrier plate and open the hole.
Description
[ technical field ] A method for producing a semiconductor device
The utility model relates to a building floor structure, concretely relates to steel bar truss building carrier plate of pipeline separation belongs to building engineering technical field.
[ background of the invention ]
The traditional electric wire generally needs to be pre-buried in a cast-in-place concrete slab, and a wire box needs to be reserved. Along with steel bar truss floor carrier plate is in the wide use of assembled steel structure building, the electric wire of laying need open a hole at the galvanized steel sheet at the bottom of the floor carrier plate from upper floor board threading to the lower floor, lays the electric wire and leads to floor carrier plate steel bar to lay the difficulty.
Therefore, in order to solve the above technical problems, it is necessary to provide an innovative steel bar truss floor deck with separated pipelines to overcome the above-mentioned drawbacks of the prior art.
[ Utility model ] content
In order to solve the problem, the utility model aims to provide a simple structure, pipeline laying need not to open the hole, convenient to be under construction's pipeline separation's steel bar truss building carrier plate.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a steel bar truss floor bearing plate with separated pipelines comprises a steel beam, a floor bearing plate, profiled steel plates and pipelines; wherein anchor bolts are welded on the upper surface of the steel beam; the floor bearing plate is supported on the steel beam, and the anchor bolt is inserted into the floor bearing plate; the floor support plate comprises a steel bar truss, a galvanized steel plate, a pattern steel plate and a concrete layer; wherein the galvanized steel sheet is laid on the steel beam; the steel bar truss is arranged on the galvanized steel plate; the pattern steel plate is positioned above the profiled steel plate; the concrete layer is coated with a steel bar truss, a galvanized steel plate and a patterned steel plate; the profiled steel sheet is embedded in the floor support plate, and a pipeline containing cavity is formed in the profiled steel sheet; the line is disposed within the line receiving cavity.
The utility model discloses a steel bar truss building carrier plate of pipeline separation further sets up to: the steel bar truss is connected with the rib part of the galvanized steel sheet.
The utility model discloses a steel bar truss building carrier plate of pipeline separation further sets up to: the section of the profiled steel sheet is of a trapezoidal structure, and two sides of the bottom of the profiled steel sheet are provided with connecting plates; and the connecting plate is welded with the steel bar truss.
The utility model discloses a steel bar truss building carrier plate of pipeline separation further sets up to: the steel beam is specifically an H-shaped steel beam.
The utility model discloses a steel bar truss building carrier plate of pipeline separation still sets up to: the upper parts of the steel bar trusses are connected through a plurality of plate face steel bars.
Compared with the prior art, the utility model discloses following beneficial effect has: the utility model discloses a steel bar truss building carrier plate of pipeline separation does not need to lay the pipeline with pipeline and building carrier plate separation in the floor, and construction convenience reduces the cross construction of installation operation and civil engineering to reduce pre-buried line box in the floor, reduce the galvanized steel sheet at the bottom of the building carrier plate and open the hole.
[ description of the drawings ]
Fig. 1 is the structure schematic diagram of the steel bar truss floor support plate of the utility model with separated pipelines.
Fig. 2 is a cross-sectional view taken along a-a in fig. 1.
Fig. 3 is a cross-sectional view taken along B-B in fig. 1.
Fig. 4 is a partially enlarged view at C in fig. 1.
[ detailed description ] embodiments
Referring to the attached drawings 1 to 4 of the specification, the present invention relates to a steel bar truss floor support plate with separated pipelines, which is composed of a steel beam 1, a floor support plate 2, a profiled steel plate 3, pipelines 4, etc.
The steel beam 1 is an H-shaped steel beam 1, and an anchor bolt 5 is welded on the upper surface of the steel beam.
Building carrier plate 2 supports on girder steel 1, and crab-bolt 5 inserts in building carrier plate 2 to increase girder steel 1 and building carrier plate 2's cohesion.
Specifically, the floor deck 2 is formed by pouring a plurality of parts including a steel bar truss 21, a galvanized steel plate 22, a pattern steel plate 23, a concrete layer 24 and the like. The galvanized steel sheet 22 is laid on the steel beam 1, which not only increases the structural strength of the floor deck 2, but also can be used as a template. The steel bar truss 21 is placed on the galvanized steel plate 22, and in the present embodiment, the steel bar truss 21 and the rib portion 25 of the galvanized steel plate 22 are connected. The rib portion 25 can greatly improve the structural strength of the galvanized steel sheet 22. The upper parts of the steel bar trusses 21 are connected through a plurality of plate-face steel bars 26.
The pattern steel plate 23 is positioned above the profiled steel plate 3, and can enhance the structural strength of the floor support plate 2 near the profiled steel plate 3. The concrete layer 24 coats the steel bar truss 21, the galvanized steel plate 22 and the pattern steel plate 23.
The profiled steel sheet 3 is pre-buried in the floor support plate 2, and a pipeline accommodating cavity 31 is formed in the profiled steel sheet; the line 4 is arranged within the line receiving chamber 31. In the present embodiment, the profiled steel sheet 3 has a trapezoidal cross section, and has a connecting plate 32 on both sides of the bottom thereof; the connecting plate 32 is welded to the steel bar truss 21, so that the profiled steel sheet 3 and the steel bar truss 21 are combined together.
The utility model discloses a pre-buried profiled sheet 3 in building carrier plate 2 lays pipeline 4 at profiled sheet 3 to need not lay in building carrier plate 2, reduce the cross construction of installation operation and civil engineering, and reduce pre-buried line box in the floor, avoid the galvanized steel sheet 22 at the bottom of building carrier plate 2 to open a hole.
The above embodiments are merely preferred embodiments of the present disclosure, which are not intended to limit the present disclosure, and any modifications, equivalents, improvements and the like, which are within the spirit and principle of the present disclosure, should be included in the scope of the present disclosure.
Claims (5)
1. The utility model provides a steel bar truss building carrier plate of pipeline separation which characterized in that: comprises a steel beam, a floor bearing plate, a profiled steel sheet and a pipeline; wherein anchor bolts are welded on the upper surface of the steel beam; the floor bearing plate is supported on the steel beam, and the anchor bolt is inserted into the floor bearing plate; the floor support plate comprises a steel bar truss, a galvanized steel plate, a pattern steel plate and a concrete layer; wherein the galvanized steel sheet is laid on the steel beam; the steel bar truss is arranged on the galvanized steel plate; the pattern steel plate is positioned above the profiled steel plate; the concrete layer is coated with a steel bar truss, a galvanized steel plate and a patterned steel plate; the profiled steel sheet is embedded in the floor support plate, and a pipeline containing cavity is formed in the profiled steel sheet; the line is disposed within the line receiving cavity.
2. The pipe-splitting steel truss floor deck as recited in claim 1, wherein: the steel bar truss is connected with the rib part of the galvanized steel sheet.
3. The pipe-splitting steel truss floor deck as recited in claim 1, wherein: the section of the profiled steel sheet is of a trapezoidal structure, and two sides of the bottom of the profiled steel sheet are provided with connecting plates; and the connecting plate is welded with the steel bar truss.
4. The pipe-splitting steel truss floor deck as recited in claim 1, wherein: the steel beam is specifically an H-shaped steel beam.
5. The pipe-splitting steel truss floor deck as recited in claim 1, wherein: the upper parts of the steel bar trusses are connected through a plurality of plate face steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920841846.6U CN210369500U (en) | 2019-06-05 | 2019-06-05 | Steel bar truss floor bearing plate with separated pipelines |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920841846.6U CN210369500U (en) | 2019-06-05 | 2019-06-05 | Steel bar truss floor bearing plate with separated pipelines |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210369500U true CN210369500U (en) | 2020-04-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920841846.6U Active CN210369500U (en) | 2019-06-05 | 2019-06-05 | Steel bar truss floor bearing plate with separated pipelines |
Country Status (1)
| Country | Link |
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| CN (1) | CN210369500U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117306684A (en) * | 2023-11-29 | 2023-12-29 | 中国船舶集团国际工程有限公司 | Box board assembled steel structure-concrete composite floor support plate combined building structure system |
-
2019
- 2019-06-05 CN CN201920841846.6U patent/CN210369500U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117306684A (en) * | 2023-11-29 | 2023-12-29 | 中国船舶集团国际工程有限公司 | Box board assembled steel structure-concrete composite floor support plate combined building structure system |
| CN117306684B (en) * | 2023-11-29 | 2024-02-27 | 中国船舶集团国际工程有限公司 | Box board assembled steel structure-concrete composite floor support plate combined building structure system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of utility model: A kind of reinforced truss floor support plate with pipeline separation Granted publication date: 20200421 License type: Common License Record date: 20230113 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034645 Denomination of utility model: A Steel Bar Truss Floor Support Plate for Pipeline Separation Granted publication date: 20200421 License type: Common License Record date: 20230413 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034833 Denomination of utility model: A Steel Bar Truss Floor Support Plate for Pipeline Separation Granted publication date: 20200421 License type: Common License Record date: 20230421 |
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| EE01 | Entry into force of recordation of patent licensing contract |