CN220645081U - Truss inner member construction platform - Google Patents
Truss inner member construction platform Download PDFInfo
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- CN220645081U CN220645081U CN202322185320.6U CN202322185320U CN220645081U CN 220645081 U CN220645081 U CN 220645081U CN 202322185320 U CN202322185320 U CN 202322185320U CN 220645081 U CN220645081 U CN 220645081U
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- platform
- truss
- piece
- inner member
- steel pipe
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- 239000010959 steel Substances 0.000 claims abstract description 33
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- 238000009435 building construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 17
- 238000013461 design Methods 0.000 description 14
- 239000000463 material Substances 0.000 description 9
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- 238000004519 manufacturing process Methods 0.000 description 5
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- 229910000838 Al alloy Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000004458 analytical method Methods 0.000 description 2
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- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
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- 230000007547 defect Effects 0.000 description 1
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- 230000009189 diving Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical class C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
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- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model belongs to the technical field of building construction, and discloses a truss inner member construction platform, which comprises: the device comprises a single-piece platform, a steel pipe connecting piece, a vertical rod, a transverse rod, a C-shaped springboard and an anti-slip bolt; a plurality of single-piece platforms are paved on the truss lower chord, part of the single-piece platforms are provided with steel pipe connecting pieces, the steel pipe connecting pieces are connected with vertical rods, the tops of the vertical rods are provided with transverse bars, C-shaped gangboards are paved on the transverse bars, the single-piece platforms are vertically paved on the truss lower chord, and anti-slip bolts which are clung to the side faces of the truss are arranged at the positions, close to the two ends, of the single-piece platforms. The truss inner member platform replaces overhead operation of workshop engineering by the vertical climbing vehicle and the straight arm climbing vehicle, reduces construction cost, reduces potential safety hazard and improves working efficiency.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a truss inner member construction platform.
Background
The building construction refers to the production activity of engineering construction implementation stage, which is the construction process of various buildings, and can be said to be the process of changing various lines on a design drawing into real objects at a designated place; the construction method comprises foundation engineering construction, main body structure construction, roof engineering construction, decoration engineering construction and the like, wherein the construction site is called a building construction site or a construction site and is also called a construction site; the present buildings have certain heights, and construction platforms such as scaffolds or herringbone ladles are required to operate in the construction process, so that the construction platforms are one of the most important auxiliary tools in building construction. In some workshop engineering, the existing overhead working devices are generally vertical climbing vehicles and straight arm climbing vehicles for construction, and because of numerous equipment foundations in a factory building, the common vertical climbing vehicles cannot work, the straight arm climbing vehicles are high in cost and cannot work simultaneously, potential safety hazards in the construction process are more, and manual efficiency reduction is serious.
Through the above analysis, the problems and defects existing in the prior art are as follows:
in the construction of some workshop engineering, overhead operation is carried out through perpendicular climbing car and straight arm climbing car, but this kind of mode receives the topography restriction, and is with high costs, can't many simultaneous operations, and the potential safety hazard is more, and the efficiency of construction is low.
Disclosure of Invention
Aiming at the problems existing in the prior art, the utility model provides a truss inner member construction platform.
The utility model is realized in such a way that a truss inner member construction platform comprises: the device comprises a single-piece platform, a steel pipe connecting piece, a vertical rod, a transverse rod, a C-shaped springboard and an anti-slip bolt; a plurality of single-piece platforms are paved on the truss lower chord, part of the single-piece platforms are provided with steel pipe connecting pieces, the steel pipe connecting pieces are connected with vertical rods, the tops of the vertical rods are provided with transverse bars, C-shaped gangboards are paved on the transverse bars, the single-piece platforms are vertically paved on the truss lower chord, and anti-slip bolts which are clung to the side faces of the truss are arranged at the positions, close to the two ends, of the single-piece platforms.
Further, the single-chip platform comprises a galvanized square tube and a floor support plate; the floor support plate is arranged above the galvanized square pipe.
Further, the steel pipe connectors are welded to the monolithic platform.
Further, the steel pipe connecting piece is connected with the vertical rod through screw fastening.
Furthermore, the two ends of the C-shaped springboard are firmly bound with the steel pipe.
Further, the cross bars are erected along with the gradient of the roof.
Further, the anti-slip latch was made of round steel with a diameter of 20 mm.
In combination with the technical scheme and the technical problems to be solved, the technical scheme to be protected has the following advantages and positive effects:
the truss inner member construction platform replaces overhead operation of workshop engineering through the vertical climbing vehicle and the straight arm climbing vehicle, reduces construction cost, reduces potential safety hazards and improves working efficiency.
Secondly, the technical scheme is regarded as a whole or from the perspective of products, and the technical scheme to be protected has the following technical effects and advantages:
(1) The method is simple and easy to set up;
(2) The comprehensive cost is low;
(3) The safety protection is arranged above the platform, so that the platform is safer than a vertical climbing vehicle and a straight arm climbing vehicle.
Third, the following are examples of significant technological advances for each structural component:
monolithic platform: significant technological advances have been made in platform materials and designs over the past few years. Lightweight yet strong materials, such as high strength aluminum alloys or carbon fiber composites, can now be used to make lighter but more load-bearing platforms. In addition, modern platform designs focus on ergonomics and comfort, providing better work environments and operational convenience.
Steel pipe connecting piece: there has been significant advancement in the manufacturing and joining techniques of steel pipe connectors. More efficient and accurate welding techniques and joining methods are now available, such as laser welding, arc welding and bolting. These techniques ensure the strength and stability of the connection and improve the construction efficiency.
And (3) standing bars: the manufacturing materials and design methods of the vertical rods have advanced the art. Modern upright posts are made of high-strength steel or aluminum alloy and have better bending resistance and compression resistance. In addition, the size and shape of the upright rod can be more accurately determined by adopting a computer aided design and optimization technology so as to meet engineering requirements.
A horizontal bar: advances have also been made in materials of construction and design techniques for the bars. The bar is now manufactured using lighter, stronger materials, such as aluminum alloy profiles or composite materials. In addition, by adopting the rigidity analysis and structure optimization technology, a more effective bar structure can be designed, and the stability and the structural strength of the platform are improved.
C-shaped springboard: the material selection and the anti-skid technology of the C-shaped springboard are improved. Wear resistant, non-slip materials, such as rubber or polymer coatings, can now be used to provide a better tread surface. In addition, the design of the diving board is also focused on details such as edge cleats and drainage grooves to increase safety in use.
Truss lower chord: the truss fabrication and installation techniques have improved significantly. Modern truss structures employ computer aided design and precision manufacturing techniques to ensure accurate fit and structural strength of the components. In addition, modern assembly and installation methods, such as modular designs and quick connect systems, can improve construction efficiency and safety.
The above are examples of some of the significant technological advances of each structural component. These advances have made truss internals construction platforms lighter, more powerful, safer, and improved construction efficiency. Continued innovations and advances in technology will further advance the development and advancement of these structural components.
Drawings
Fig. 1 is a schematic side view of a construction platform for truss inner members according to an embodiment of the present utility model.
Fig. 2 is a schematic diagram of monolithic platform structure connection according to an embodiment of the present utility model.
Fig. 3 is a schematic diagram of monolithic platform implementation according to an embodiment of the present utility model.
FIG. 4 is a schematic diagram of a connection between a monolithic platform and an anti-slip latch according to an embodiment of the present utility model.
Fig. 5 is a schematic translation view of a truss inner member construction platform according to an embodiment of the present utility model.
In the figure: 1. a monolithic platform; 2. a steel pipe connecting piece; 3. a vertical rod; 4. a cross bar; 5. c-shaped springboard; 6. an anti-slip latch; 7. truss lower chord; 8. a hoist; 9. a wire rope; 11. floor support plate; 12. zinc plating square tube.
Detailed Description
The present utility model will be described in further detail with reference to the following examples in order to make the objects, technical solutions and advantages of the present utility model more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
The truss inner member construction platform includes: the device comprises a single-piece platform 1, a steel pipe connecting piece 2, a vertical rod 3, a cross bar 4, a C-shaped springboard 5 and an anti-slip bolt 6; a plurality of single-piece platforms 1 are paved on a truss lower chord 7, steel pipe connecting pieces 2 are arranged on part of the single-piece platforms 1, the steel pipe connecting pieces 2 are connected with vertical rods 3, transverse bars 4 are erected at the top ends of the vertical rods 3, C-shaped springboards 5 are paved on the transverse bars 4, the single-piece platforms 1 are vertically paved on the truss lower chord 7, and anti-slip bolts 6 which are clung to the side surfaces of the truss lower chord 7 are arranged at the positions, close to the two ends, of the single-piece platforms 1.
The arrangement modes of the single-piece platform 1, the steel pipe connecting piece 2, the vertical rod 3, the cross bar 4, the C-shaped springboard 5 and the truss lower chord 7 are shown in figure 1.
As shown in fig. 2, the monolithic platform 1 includes a galvanized square pipe 12 and a floor support plate 11; the floor support plate 11 is arranged above the galvanized square pipe 12; the steel pipe connecting piece 2 is welded on the single-piece platform 1.
As shown in fig. 3, the monolithic platform 1 is vertically laid on the truss lower chord 7, and the monolithic platform 1 is provided with anti-slip bolts 6 which are clung to the side surfaces of the truss lower chord 7 near two ends.
As shown in fig. 4, the anti-slip pins 6 pass through the floor support plate 11 and the galvanized square pipe 12.
Further, the steel pipe connecting piece 2 is connected with the vertical rod 3 through screw fastening.
Further, the two ends of the C-shaped springboard 5 are firmly bound with the steel pipes.
Further, the bar 4 is erected along with the gradient of the roof.
Further, the anti-slip pins 6 are made of round steel with a diameter of 20 mm.
As shown in fig. 5, the truss inner member construction platform provided by the embodiment of the utility model can translate in a truss, a small winch 8 is arranged at one side of the truss in a factory workshop and is connected with the single-piece platform 1 through a steel wire rope 9, after the construction of a certain part is completed, the winch 8 is started, and a plurality of single-piece platforms 1 are translated, so that the truss inner member construction platform can translate to the next operation position.
The following is a description of the detailed working principle of the truss inner member construction platform:
monolithic platform 1. Monolithic platform is the platform that constructor stood and worked. It consists of a galvanized square pipe 12 and a floor support plate 11. The floor support plate 11 is positioned above the galvanized square pipe 12, providing a stable working surface.
The steel pipe connecting piece 2 is a component for connecting the single-piece platform 1 and the upright 3. It is fixed on the monolithic platform 1 by welding, and provides a connection point with the upright post for the monolithic platform.
The vertical rod 3 is a vertical columnar structure of the supporting platform. It is connected to the steel pipe connection 2 and provides vertical support for the platform.
The transverse bar 4 is a horizontal and transverse connecting rod and is erected at the top end of the vertical rod. It increases the stability and strength of the platform and provides an additional lateral support point for the platform.
C-shaped gangboards 5 are paved on the cross bars, and provide additional working surfaces for constructors. The anti-skid device has larger bearing capacity and anti-skid design, and ensures the safety of constructors.
Truss bottom chord 7 truss bottom chord is the transverse lower member of the truss structure. A plurality of monolithic platforms 1 are laid vertically on the truss lower chord 7, providing a continuous working platform.
The anti-slip bolt 6 is positioned at the two ends of the single-piece platform 1 close to and clung to the side surface of the truss lower chord 7. The connecting stability of the platform and the truss is increased by penetrating through the floor support plate 11 and the galvanized square pipe 12, and the sliding of the platform is prevented.
Through above component and arrangement mode, truss inner component construction platform provides a safe, stable and reliable work platform, makes constructor can carry out the operation at the high altitude. The design and layout of each component takes the structural strength, stability and anti-skid performance of the platform into consideration so as to ensure the safety of constructors.
The following are two specific embodiments and their implementation schemes:
example 1 bridge construction platform
And (3) selecting a component: and steel is used as a main structural material, so that the stability and strength of the platform are ensured.
And (3) platform design: the shape and size of the platform suitable for the bridge structure are designed, and the requirements of the working space in the transverse direction and the longitudinal direction are considered.
And (3) a supporting system: the platform is securely fastened to the bridge structure using support systems such as struts and overhanging beams.
Anti-slip measures: the anti-slip material is coated on the surface of the platform to provide a safe tread for constructors during working.
Safety facility: the railing and the safety guardrail are arranged, so that the safety of constructors in high-altitude operation is ensured.
The construction process comprises the following steps: the platforms are built step by step according to the design scheme, and the correct installation and connection of each component are ensured.
Example 2 building exterior wall cleaning platform
And (3) platform design: the shape and the size of the platform suitable for cleaning the outer wall of the building are designed, and the cleaning range and the height requirement are considered.
And (3) a hoisting system: lifting equipment is used for safely lifting the platform to the wall surface position to be cleaned.
And (3) safety fixation: the platform is firmly fixed on a building by using the safety rope and the fixing device, so that the safety of constructors is ensured.
Cleaning equipment: a high-pressure water gun or a cleaning machine is arranged to efficiently clean dirt on the wall surface.
Safety facility: the railing and the safety guardrail are arranged, so that the safety of constructors in high-altitude operation is ensured.
The construction process comprises the following steps: lifting the platform to the target wall surface position according to the design scheme, performing cleaning operation, and gradually moving the platform to complete the whole cleaning process.
The embodiments show the application of the truss inner member construction platform in different fields, ensure the stability, safety and functionality of the platform through reasonable design and implementation scheme, and provide a safe and efficient working environment for workers. The particular embodiments will be adapted and optimized according to the particular needs of the project and the environmental conditions.
In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more; the terms "upper," "lower," "left," "right," "inner," "outer," "front," "rear," "head," "tail," and the like are used as an orientation or positional relationship based on that shown in the drawings, merely to facilitate description of the utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the utility model. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
The foregoing is merely illustrative of specific embodiments of the present utility model, and the scope of the utility model is not limited thereto, but any modifications, equivalents, improvements and alternatives falling within the spirit and principles of the present utility model will be apparent to those skilled in the art within the scope of the present utility model.
Claims (7)
1. A truss inner member construction platform, the truss inner member construction platform comprising: the device comprises a single-piece platform, a steel pipe connecting piece, a vertical rod, a transverse rod, a C-shaped springboard and an anti-slip bolt; a plurality of single-piece platforms are paved on the truss lower chord, part of the single-piece platforms are provided with steel pipe connecting pieces, the steel pipe connecting pieces are connected with vertical rods, the tops of the vertical rods are provided with transverse bars, C-shaped gangboards are paved on the transverse bars, the single-piece platforms are vertically paved on the truss lower chord, and anti-slip bolts which are clung to the side faces of the truss are arranged at the positions, close to the two ends, of the single-piece platforms.
2. The truss inner member construction platform of claim 1, wherein the monolithic platform comprises galvanized square tubes and floor support plates; the floor support plate is arranged above the galvanized square pipe.
3. The truss inner member construction platform of claim 1 wherein the steel pipe connection is welded to the monolithic platform.
4. The truss work platform of claim 1 wherein the steel pipe connection is screwed to the pole.
5. The truss inner member construction platform of claim 1, wherein both ends of the C-shaped springboard are firmly bound with the steel pipe.
6. The truss inner member construction platform of claim 1 wherein the bar is erected with roof grade.
7. The truss inner member construction platform of claim 1 wherein the anti-slip pins are made of round steel having a diameter of 20 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322185320.6U CN220645081U (en) | 2023-08-15 | 2023-08-15 | Truss inner member construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322185320.6U CN220645081U (en) | 2023-08-15 | 2023-08-15 | Truss inner member construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220645081U true CN220645081U (en) | 2024-03-22 |
Family
ID=90289482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322185320.6U Active CN220645081U (en) | 2023-08-15 | 2023-08-15 | Truss inner member construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220645081U (en) |
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2023
- 2023-08-15 CN CN202322185320.6U patent/CN220645081U/en active Active
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