Pier body construction platform
By fixing the support base and embedded parts on the bridge bearing and fixing the paper frame with the connectors, the problem of difficult control of the stability of the pier construction platform is solved, and construction safety is significantly improved.
Patent Information
- Application Number
- CN202421410300.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-19
- Publication Date
- 2025-04-29
- Estimated Expiration
- 2034-06-19
AI Technical Summary
The overall stability control of the pier body construction platform is difficult and poses great safety risks.
A plurality of support bases and corresponding embedded parts are used to fix it on the bridge support base, and the paper frame is fixed to the support base through the connecting parts, and multiple paper frames are connected in the vertical direction to enhance the stability of the overall structure.
It improves the overall stability of the pier construction platform, reduces safety risks, and enhances construction safety.
Smart Images

Figure CN222809876U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of bridge engineering construction, in particular to a pier body construction platform. Background Art
[0002] In the field of bridge engineering construction, bridge pier construction refers to the work of erecting and building bridge piers (such as columns, bridge columns, piers, etc.) during the bridge engineering construction process. Bridge pier construction plays the role of supporting, bearing and fixing the structure in bridge construction projects, and is an important part of the stability and safety of buildings. Among them, high pier construction is a common technology in construction, which can greatly improve the bearing capacity of the building and save the use of building materials. This process is widely used in the construction of high-rise buildings and large bridges.
[0003] In the construction of high piers, since their span, load and height are greater than those of general road bridges, in order to take into account the safety of construction workers and construction quality at the same time, a pier construction platform is usually built around the bridge pier body on the bridge cap before construction to assist construction workers in high pier construction. When building the pier construction platform, the support method is used, that is, a support is set up around the bridge pier body above the bridge cap using rods or steel pipes. The main function of this platform is to support the weight of all temporary facilities and the weight of the cap beam for construction, ensuring that these weights can be directly transferred to the ground.
[0004] However, in the actual process of erecting the pier body construction platform, as the construction height increases, due to the large number of support rods and the fact that most of the support rods are connected by simple bolts, it is difficult to control the overall stability of the pier body construction platform, there are many safety hazards, and there is a great safety risk. Utility Model Content
[0005] The present application provides a pier body construction platform, which can solve the technical problems existing in the prior art that the overall stability control of the pier body construction platform is difficult, there are many safety hazards, and there are great safety risks.
[0006] An embodiment of the present application provides a pier body construction platform, which includes: multiple support bases, multiple support base embedded parts corresponding to the number of support bases and used to be buried in the bridge pier, one or more round-shaped frames and multiple connecting parts; a single support base is arranged on a single support base embedded part, each support base is provided with a connecting part, the round-shaped frame is fixed to the support base through the connecting part, the multiple round-shaped frames are connected in the vertical direction, and adjacent round-shaped frames are also connected through the connecting part.
[0007] In one embodiment, the circular frame includes a protective net frame and a skeleton structure, wherein the protective net frame is arranged on the skeleton structure, and the skeleton structure is composed of a plurality of vertical poles and a plurality of horizontal cross bars, and the vertical poles and the horizontal cross bars are also connected by the connecting piece.
[0008] In one embodiment, the connecting member is configured as a connecting angle steel and a connecting bolt, and both ends of the connecting angle steel and the vertical upright rod and the horizontal cross rod are provided with connecting holes adapted to the connecting bolt.
[0009] In one embodiment, the embedded parts of the support base include an embedded steel plate and a plurality of embedded bolts and a plurality of embedded steel bars arranged on the embedded steel plate. Bolt holes adapted to the embedded bolts are opened on the support base, and the embedded steel bars are used to be embedded in the bridge pier.
[0010] In one embodiment, a plurality of the embedded steel bars are fixed to the embedded steel plates by welding.
[0011] In one embodiment, a balancing rod is further included, one end of which is used to be buried in the bridge pier, and the other end of which is connected to the skeleton structure.
[0012] In one embodiment, the protective mesh frame includes a steel mesh and a steel frame arranged on the steel mesh.
[0013] In one embodiment, a plurality of stiffening steel plates are provided on the support base.
[0014] In one embodiment, a ladder passage is provided between adjacent circular frames.
[0015] In one embodiment, the support base is fixed to the connecting member by welding.
[0016] The beneficial effects brought by the technical solution provided in the embodiments of the present application include:
[0017] The support base is fixed on the bridge pedestal through the support base embedded parts, and then the support base is connected to the circular frame through the connecting parts. Since the support base embedded parts are buried in the bridge pedestal in advance, the support base is more stable on the bridge pedestal, and the circular frame is connected to the support base through the connecting parts, the overall structure is more integrated, which solves the problems of difficulty in controlling the overall stability of the pier construction platform, many safety hazards and great safety risks. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present application. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.
[0019] Figure 1 This is a structural schematic diagram of the pier construction platform installed on the bridge cap in this application;
[0020] Figure 2 A top view of the pier construction platform installed on the bridge cap in this application;
[0021] Figure 3 This is a schematic diagram of the overall structure of the embedded parts of the support base in this application.
[0022] Figure 4 A top view of the support base and the connecting member in this application;
[0023] In the figure: 1. Support base; 11. Embedded parts of support base; 111. Embedded steel plate; 112. Embedded bolts; 113. Embedded steel bars; 12. Reinforcing steel plate;
[0024] 2. Circular frame; 21. Protective net frame; 211. Steel mesh; 212. Steel frame; 22. Vertical poles; 23. Horizontal crossbars; 24. Ladder passage;
[0025] 3. Connecting angle steel; 4. Balancing rod; 5. Bridge abutment; 6. Bridge pier. DETAILED DESCRIPTION
[0026] In order to enable those skilled in the art to better understand the solution of the present application, the technical solution in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.
[0027] The embodiment of the present application provides a pier body construction platform, which can solve the problems of difficulty in controlling the overall stability of the pier body construction platform, many safety hazards and great safety risks.
[0028] This embodiment is described in the state that a pier body construction platform disclosed in this application has been built. Figure 1 Structural diagram of the pier construction platform installed on the bridge cap and Figure 2The top view of the pier body construction platform installed on the bridge pedestal includes multiple support bases 1, multiple support base embedded parts 1 corresponding to the number of support bases 1 and used to be buried in the bridge pedestal 5, one or more circular frames 2 and multiple connecting parts.
[0029] In this embodiment, four supporting bases 1 are specifically provided, four supporting base embedded parts 1 are also provided, and two circular frames 2 are provided. The supporting base embedded parts 1 are embedded in advance at the four corners of the bridge pier 5, and a supporting base 1 is fixed on each supporting base embedded part 1. A connecting piece is provided on each of the four supporting bases 1. The four supporting bases 1 are connected to the four corners of the circular frame 2 through the connecting piece. After the circular frame 2 connected to the supporting base 1 is fixed, a second circular frame 2 is erected along the vertical direction of the bridge pier body. The four circular frames 2 are also connected to the four corners through four connecting pieces to complete the connection and fixation. Since the supporting base embedded parts 1 are embedded in the bridge pier 5 in advance, so that the supporting base 1 is more stable on the bridge pier 5, and the circular frame 2 is connected to the supporting base 1 through the connecting piece, the overall structure is more integrated, thereby improving the overall stability of the pier body construction platform.
[0030] Reference Figure 3 The overall structural diagram of the embedded parts of the support base, the embedded parts 1 of the support base include an embedded steel plate 111, a plurality of embedded bolts 112 and a plurality of embedded steel bars 113. In the present embodiment, three embedded steel bars 113 are welded on the embedded steel plate 111 and four embedded bolts 112 are fixed thereto. Four bolt holes are provided on the support base 1 corresponding to the embedded bolts 112 so that the support base 1 can be fixed more stably on the embedded steel plate 111. When installing the pier body construction platform, the embedded steel bars 113 are inserted into the interior of the bridge pedestal 5 so that the embedded steel plate 111 is fixed on the surface of the bridge pedestal 5. Then the embedded bolts 112 are passed through the bolt holes on the support base 1. The embedded bolts 112 are tightened to complete the embedding work of the embedded parts 1 of the support base and the connection and fixation between the support base 1 and the embedded parts 1 of the support base. The structure is simple and the installation is convenient.
[0031] In order to further strengthen the load-bearing capacity of the support base 1, four reinforcing steel plates 12 are welded to the support base 1, so that the support base 1 can more stably support the circular frame 2 and improve the stability of the pier body construction platform.
[0032] Reference Figure 4 A top view of the support base and the connecting member. In the present embodiment, the connecting member is specifically configured as a connecting angle steel 3 and a connecting bolt. The connecting angle steel 3 is provided with a plurality of connecting holes for passing the connecting bolts, and the connecting angle steel 3 is welded and fixed to the upper end of the support to complete a rigid connection between the connecting angle steel 3 and the support, so that the connection between the connecting angle steel 3 and the support is more stable.
[0033] Reference Figure 1 Structural diagram of the pier construction platform installed on the bridge cap and Figure 2 A top view of the pier construction platform installed on the bridge cap. The circular frame 2 includes a protective net frame 21 and a skeleton structure. In this embodiment, the skeleton structure is composed of a plurality of vertical poles 22 and a plurality of horizontal cross bars 23. The vertical poles 22 and the horizontal cross bars 23 are also connected to each other through connecting angle steels 3 and connecting bolts. Both ends of the vertical poles 22 and the horizontal cross bars 23 are provided with connecting holes adapted to the connecting bolts, so that the vertical poles 22 and the horizontal cross bars 23 are connected and fixed by connecting bolts. The connection method is simple, and the connecting angle steels 3 are connected. It can improve the stability of the connection between the vertical poles 22 and the horizontal crossbars 23, making the skeleton structure more stable; the protective net frame 21 includes a steel mesh 211 and a steel frame 212. The steel mesh 211 is laid on the bottom plane of the skeleton structure and on the plane parallel to the skeleton structure and the bridge pier body. The steel frame 212 is welded obliquely on the steel mesh 211 to further improve the strength of the steel mesh 211, thereby improving the bearing capacity of the pier body construction platform to ensure the personal safety of construction workers when performing construction operations on the pier body construction platform.
[0034] During the construction of high piers, since their span, load and height are greater than those of ordinary road bridges, for some high-height bridge piers, construction workers usually first construct at the bottom of the bridge pier, and then connect the second layer of the circular frame 2 to gradually raise the bridge pier in layers. In order to further improve the stability of the multi-layer pier construction platform, a balancing rod 4 is also provided in this example. One end of the balancing rod 4 is buried inside the bridge pier, and the other end of the balancing rod 4 extends from the bridge pier and is connected to the skeleton structure. Figure 2 In this embodiment, four balancing rods 4 are specifically provided, and the balancing rods 4 extend from the bridge pier body and are welded and fixed to the horizontal cross bar 23 in the upper part of the lower circular frame 2, so that the pier body construction platform with multi-layer circular frames 2 can be more stable and reduce the existence of safety hazards.
[0035] In order to facilitate the construction workers to carry out high pier construction, refer to Figure 1Structural schematic diagram of the pier body construction platform installed on the bridge pier, a ladder passage 24 is also set up between adjacent circular frames 2, and the protective net frame 21 on the bottom plane of the circular frame 2 has a hollow portion reserved at the corners of the protective net frame 2 to facilitate the installation of the ladder passage 24. In this embodiment, the ladder passage 24 is fixedly connected to the protective net frame 21 with iron wire. In other embodiments, the ladder passage and the protective net frame 21 can also be fixed with connecting bolts, so that the ladder passage 24 can be more firmly installed between adjacent circular frames 2, thereby facilitating construction personnel to move freely between the circular frames 2 on different floors, thereby avoiding the need to provide additional facilities such as climbing frames and lifting platforms for the pier body construction platform during the construction of high piers with higher heights, so as to improve the construction efficiency of high pier construction.
[0036] The implementation principle of the present application is: when setting up the pier body construction platform, the embedded steel bars 113 are first embedded in the bridge pedestal 5, so that the embedded steel plate 111 is fixed on the surface of the bridge pedestal 5, and then the embedded bolts 112 are passed through the bolt holes on the support base 1, and the connecting angle steels 3 are welded to the upper end of the support base 1 after tightening the embedded bolts 112, and then the connecting bolts and the connecting angle steels 3 are used to splice multiple columns and multiple horizontal cross bars 23 to form a skeleton structure, and a steel mesh 211 with a steel skeleton 212 welded obliquely is laid on the bottom plane of the skeleton structure and the plane parallel to the bridge pier body; for a bridge pier body with a higher height, the splicing of the multi-layer circular frames 2 is also completed by connecting the angle steels 3 and the connecting bolts, and the balancing pull rods 4 are embedded in the bridge pier body, and the extended ends of the balancing pull rods 4 are welded and fixed to the upper horizontal cross bars 23 in the lower circular frame 2, and finally a ladder channel 24 is set up between adjacent circular frames 2, so that the installation of the pier body construction platform can be completed.
[0037] In the description of the present application, it should be noted that the terms "upper", "lower", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present application and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present application. Unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be a connection between the two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present application can be understood according to the specific circumstances.
[0038] It should be noted that, in this application, relational terms such as "first" and "second" are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions, the elements defined by the sentence "comprise a ..." do not exclude the presence of other identical elements in the process, method, article or device including the elements.
[0039] The above description is only a specific implementation of the present application, so that those skilled in the art can understand or implement the present application. Various modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the present application. Therefore, the present application will not be limited to the embodiments shown herein, but will conform to the widest range consistent with the principles and novel features applied for herein.
Claims
1. A pier construction platform, characterized in that: It includes: A plurality of support bases (1), a plurality of support base embedded parts corresponding in number to the support bases (1) and used to be embedded in the bridge cap (5), one or more circular frames (2), and a plurality of connecting parts; A single supporting base (1) is arranged on a single supporting base embedded part (11), each supporting base (1) is provided with a connecting part, and the circular frame (2) is fixed to the supporting base (1) via the connecting part; A plurality of the circular frames (2) are connected in a vertical direction, and adjacent circular frames (2) are also connected via the connecting piece.
2. A pier construction platform according to claim 1, characterized in that: The circular frame (2) comprises a protective net frame (21) and a skeleton structure, wherein the protective net frame (21) is arranged on the skeleton structure, and the skeleton structure is composed of a plurality of vertical upright poles (22) and a plurality of horizontal cross bars (23) spliced together, and the vertical upright poles (22) and the horizontal cross bars (23) are also connected via the connecting piece.
3. A pier shaft construction platform according to claim 2, characterized in that: The connecting member is configured as a connecting angle steel (3) and a connecting bolt, and both ends of the connecting angle steel (3) and the vertical upright rod (22) and the horizontal cross rod (23) are provided with connecting holes adapted to the connecting bolt.
4. The pier construction platform according to claim 1, characterized in that: The support base embedded part (11) comprises an embedded steel plate (111) and a plurality of embedded bolts (112) and a plurality of embedded steel bars (113) arranged on the embedded steel plate (111); bolt holes adapted to the embedded bolts (112) are provided on the support base (1); and the embedded steel bars (113) are used to be embedded in a bridge cap (5).
5. A pier construction platform according to claim 4, characterized in that: A plurality of the embedded steel bars (113) are fixed to the embedded steel plate (111) by welding.
6. A pier construction platform according to claim 2, characterized in that: It also includes a balancing rod (4), one end of which is used to be buried in the bridge pier, and the other end of which is connected to the skeleton structure.
7. The pier construction platform according to claim 2, characterized in that: The protective net frame (21) comprises a steel mesh sheet (211) and a steel frame (212) arranged on the steel mesh sheet (211).
8. The pier construction platform according to claim 1, characterized in that: A plurality of stiffening steel plates (12) are arranged on the support base (1).
9. The pier construction platform according to claim 1, characterized in that: A ladder channel (24) is provided between adjacent circular frames (2).
10. The pier construction platform according to claim 1, characterized in that: The support base (1) is fixed to the connecting piece by welding.