CN220621226U - Truss type pedestrian trestle structure based on scaffold system - Google Patents
Truss type pedestrian trestle structure based on scaffold system Download PDFInfo
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- CN220621226U CN220621226U CN202322006848.2U CN202322006848U CN220621226U CN 220621226 U CN220621226 U CN 220621226U CN 202322006848 U CN202322006848 U CN 202322006848U CN 220621226 U CN220621226 U CN 220621226U
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- rods
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- truss
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- 238000010276 construction Methods 0.000 claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 239000000463 material Substances 0.000 abstract description 9
- 230000000903 blocking effect Effects 0.000 abstract description 3
- 239000000725 suspension Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Movable Scaffolding (AREA)
Abstract
The utility model relates to the technical field of construction and discloses a truss type pedestrian trestle structure based on a scaffold system, which comprises a steel pipe and a construction fastener, wherein the steel pipe comprises longitudinal stress rods, bottom horizontal rods are connected between the longitudinal stress rods through the construction fastener, a plurality of vertical conjugate rods and a plurality of inclined conjugate rods are connected between the longitudinal stress rods through the construction fastener, the vertical conjugate rods and the inclined conjugate rods are alternately arranged in a staggered manner, the adjacent two inclined conjugate rods are oriented differently, a plurality of vertical conjugate rods and a plurality of inclined conjugate rods connected to the same longitudinal stress rod are connected with a waist blocking rod and a top stress rod, the materials are simply obtained, and the mounting and dismounting convenience is only achieved by referring to the scaffold system for mounting and dismounting.
Description
Technical Field
The utility model relates to the field of temporary pedestrian construction roads of buildings, in particular to a pedestrian trestle structure of an imitation truss structure erected by a scaffold, namely a truss type pedestrian trestle structure based on a scaffold system.
Background
At present, the working condition of deep pit, deep groove suspension or high altitude suspension is frequently generated in the construction project. In order to meet the traffic demands of site constructors, temporary pedestrian trestle is often required to be erected under the condition. The construction of the existing trestle usually uses a large-scale steel girder as a girder keel, a small-scale steel girder is installed on the girder as a secondary keel, a thin steel plate is finally installed as a pavement, and steel rails are installed on two sides of the girder as guardrails. The trestle construction needs more kinds of materials, and the installation process also needs welding or bolted connection, and the construction is relatively complicated.
The utility model innovatively adopts the truss-like structure of the pedestrian trestle built by the scaffold, not only is the material taken simply and only needs conventional materials in construction engineering, but also the scaffold system is convenient to install and detach and only needs to be used for construction in an installing and detaching mode.
Disclosure of Invention
The utility model aims to provide a truss type pedestrian trestle structure based on a scaffold system, which is simple in material taking and can be constructed by only using conventional materials in construction engineering, and is convenient to install and detach by only referring to an installing and detaching mode of the scaffold system.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the utility model provides a truss-like pedestrian trestle structure based on scaffold frame system, includes the main part of pedestrian trestle structure is steel pipe and building fastener builds and forms, the steel pipe includes vertical atress pole, two vertical atress pole is put in parallel, just be connected with the bottom horizon bar through the building fastener between the vertical atress pole, vertical atress pole is connected with a plurality of vertical poles and a plurality of slant poles of jolting through the building fastener, and vertical pole and slant pole of jolting are alternately the staggered arrangement cloth, and adjacent two the slant is the pole orientation is different that the pole is jolting, is the contained angle each other, and a plurality of vertical poles of jolting and a plurality of slant poles of jolting that connect in same vertical atress pole are connected with a waist pole and a top atress pole equally.
The top stress rods are parallel to the longitudinal stress rods, and a top horizontal rod is connected between the two top stress rods through a building fastener.
The main body of the pedestrian trestle structure is connected with a construction surface through a vertical upright rod, the vertical upright rod is spliced with a buried plate with a sleeve, and the buried plate is fixed with the construction surface through a bolt.
The two ends of the main body of the pedestrian trestle structure are provided with the vertical upright rods.
The bottom horizontal rods are distributed with battens through wire binding gaps, and pattern steel plates are paved on the battens.
The maximum length of the truss type pedestrian trestle structure exceeds 15m.
The beneficial effects of the utility model are as follows:
the structure can be erected and assembled by utilizing the field scaffold, can be directly obtained and assembled in field construction, can be repeatedly recycled, and has high material turnover rate. Therefore, the construction method is simple in material selection, only needs conventional materials in construction engineering, and is convenient to install and detach and only needs construction in an installing and detaching mode by referring to a scaffold system.
Drawings
FIG. 1 is a side elevation view of a people's walk bridge and a node schematic;
FIG. 2 is a top plan schematic view of a people moving bridge;
FIG. 3 is a schematic view of the bottom plan of the people moving bridge;
wherein, 1, a waist blocking rod, 2, a building fastener, 3, a vertical conjugated rod, 4, an oblique conjugated rod, 5, a top stressed rod, 6, a longitudinal stressed rod, 7, bottom horizontal rods, 8, battens, 9, pattern steel plates, 10, vertical uprights, 11, sleeves, 12, bolts, 13, buried plates, 14 and top horizontal rods.
Detailed Description
As shown in fig. 1-3, the main body of the trestle structure is formed by constructing a steel pipe and a building fastener 2, the steel pipe comprises a longitudinal stress rod 6, the two longitudinal stress rods 6 are arranged in parallel, a bottom horizontal rod 7 is connected between the longitudinal stress rods 6 through the building fastener 2, the distance between the adjacent bottom horizontal rods 7 is 0.5m, the longitudinal stress rods 6 are connected with a plurality of vertical conjugate rods 3 and a plurality of oblique conjugate rods 4 through the building fastener 2, the vertical conjugate rods 3 and the oblique conjugate rods 4 are alternately arranged in a staggered manner, the distance between the two adjacent vertical conjugate rods 3 is 1m, the two adjacent oblique conjugate rods 4 are different in orientation and have a distance of 1m, the plurality of vertical conjugate rods 3 and the plurality of oblique conjugate rods 4 connected to the same longitudinal stress rod 6 are connected with a waist bar 1 and a top horizontal rod 5, and the distance between the adjacent top stress rods 5 is 1m. The top stress rods 5 are parallel to the longitudinal stress rods 6, and a top horizontal rod 14 is connected between the two top stress rods 5 through the building fastener 2.
The main body of the pedestrian trestle structure is connected with a construction surface through a vertical upright rod 10, the vertical upright rod 10 is spliced with a buried plate 13 with a sleeve 11, and the buried plate 13 is fixed with the construction surface through bolts.
Two ends of the main body of the pedestrian trestle structure are provided with vertical upright rods 10.
The battens 8 are distributed on the bottom horizontal rod 7 through wire binding gaps, pattern steel plates 9 are paved on the battens 8, and the arrangement interval of the battens 8 is 0.3m.
The maximum length of the truss type pedestrian trestle structure exceeds 15m, the reserved channel width is 1.2-1.5m, the channel clearance height is more than or equal to 2.2m, and the waist blocking rod spacing is less than or equal to 1.2m.
The utility model is assembled at a wide ground position, and is lifted to a pit, a deep groove and other using positions by a crane or a tower crane for installation after the assembly is completed.
Claims (6)
1. Truss-like pedestrian trestle structure based on scaffold system, its characterized in that, include the main part of pedestrian trestle structure is steel pipe and building fastener (2) are built and are formed, the steel pipe includes vertical atress pole (6), two vertical atress pole (6) are put in parallel, just be connected with bottom horizon bar (7) through building fastener (2) between vertical atress pole (6), vertical atress pole (6) are connected with a plurality of vertical pole (3) and a plurality of slant pole (4) that go with one another through building fastener (2), and vertical pole (3) and slant pole (4) that go with one another alternate staggered arrangement that go with one another, adjacent two slant pole (4) that go with one another are the contained angle, and a plurality of vertical poles (3) and a plurality of slant poles (4) that go with one side of being connected in same vertical atress pole (6) are connected with a waist pole (1) and a top atress pole (5).
2. The truss-like pedestrian trestle structure based on a scaffold system according to claim 1, characterized in that the top stressing rods (5) are parallel to the longitudinal stressing rods (6), and that a top horizontal rod (14) is connected between the two top stressing rods (5) by means of building fasteners (2).
3. The truss-like pedestrian trestle structure based on a scaffold system according to claim 1, characterized in that the main body of the pedestrian trestle structure is connected with a construction surface through vertical uprights (10), the vertical uprights (10) are spliced with a buried plate (13) with bushings (11), and the buried plate (13) is fixed with the construction surface through bolts.
4. A truss-like pedestrian trestle construction based on a scaffolding system according to claim 3, characterized in that the two ends of the main body of the trestle construction are fitted with the vertical uprights (10).
5. A truss-like pedestrian trestle construction based on a scaffold system according to claim 3, characterized in that on said bottom horizontal rods (7) there are timber blocks (8) distributed through tie gaps, said timber blocks (8) being provided with patterned steel plates (9).
6. The truss type pedestrian trestle structure based on a scaffold system according to claim 5, wherein the maximum length of the truss type pedestrian trestle structure exceeds 15m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322006848.2U CN220621226U (en) | 2023-07-28 | 2023-07-28 | Truss type pedestrian trestle structure based on scaffold system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322006848.2U CN220621226U (en) | 2023-07-28 | 2023-07-28 | Truss type pedestrian trestle structure based on scaffold system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220621226U true CN220621226U (en) | 2024-03-19 |
Family
ID=90230059
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322006848.2U Active CN220621226U (en) | 2023-07-28 | 2023-07-28 | Truss type pedestrian trestle structure based on scaffold system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220621226U (en) |
-
2023
- 2023-07-28 CN CN202322006848.2U patent/CN220621226U/en active Active
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