Large-volume concrete beam formwork supporting structure of extra-large bridge bearing platform
By designing a large-volume concrete beam formwork support structure for super-large bridge bearings, and using the combination of device structural components and support components, the problems of formwork explosion, deformation and transportation installation in the prior art are solved, stable support and rapid installation are achieved, and construction quality and efficiency are improved.
Patent Information
- Application Number
- CN202421817172.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-30
- Publication Date
- 2025-05-02
- Estimated Expiration
- 2034-07-30
AI Technical Summary
The existing large-volume concrete support system can easily lead to formwork explosion, deformation and collapse during concrete pouring, affecting construction quality and safety, and the large support structure leads to transportation and installation difficulties.
A large-volume concrete beam formwork support structure for super-large bridge bearing platform is designed, and the device structural components and support components are combined. By installing components such as plates, structural plates, support frames and limit grooves, stable support and height adjustment of the formwork is achieved, avoiding the formwork formwork and facilitating rapid transportation and installation.
It effectively prevents the formwork from blowing and deformation, improves construction quality and safety, simplifies the transportation and installation process, and improves the overall pouring efficiency.
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Figure CN222822105U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of bridge construction, in particular to a large-volume concrete beam formwork support structure for a super-large bridge cap. Background Art
[0002] During the construction of large-volume pedestal concrete, due to the large amount of concrete poured at one time and the large span of the formwork, it is very easy to cause the formwork to expand, bend, deform, displace, collapse, and explode during the pouring process. In order to ensure the construction quality of large-volume pedestal concrete and the safety of the construction site, formwork reinforcement measures are usually taken.
[0003] The existing referenceable Chinese utility model patent with announcement number: CN215947901U discloses a large-volume concrete pedestal formwork support system, including: a left side form, a right side form, a front side form, a rear side form and a support structure; the first support layer, the second support layer, the third support layer and the fourth support layer of the support structure; the first support layer includes a first transverse tension screw connecting the left side form and the right side form, and a first longitudinal tension screw connecting the front side form and the rear side form; the second support layer includes a second transverse steel strand connecting the left side form and the right side form, and a second longitudinal steel strand connecting the front side form and the rear side form; the third support layer includes a third transverse steel strand connecting the left side form and the right side form, and a third longitudinal steel strand connecting the front side form and the rear side form. The present application solves the problem that the pedestal formwork support system in the related art uses a large number of tension screws, which increases the possibility of forming a rust channel, and the problem of expansion of the formwork caused by the breakage of the tension threaded steel bars is easy to occur during tensioning.
[0004] Based on the search of the above patents and in combination with the equipment in the prior art, it was found that when the pedestal is poured, a formwork needs to be installed at the outer end, and a supporting structure needs to be installed at the outer end of the formwork. When the traditional supporting structure is used, the concrete is poured too quickly, which can easily cause the formwork to explode and deform, resulting in the need for subsequent manual inspection and adjustment, affecting the overall pouring efficiency. When the supporting structure is used, the supporting structure is large, resulting in the inability to transport and install quickly afterwards. The existence of these problems affects the use of the device. Utility Model Content
[0005] 1. Technical issues to be resolved
[0006] In view of the deficiencies in the prior art, the utility model provides a large-volume concrete beam formwork support structure for a super-large bridge pedestal, which can effectively prevent the problem that the formwork may explode and deform due to too rapid concrete pouring during use, resulting in the need for subsequent manual inspection and adjustment, thus affecting the overall pouring efficiency.
[0007] Technical Solution
[0008] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a large-volume concrete beam formwork support structure for a super-large bridge pedestal, comprising a device structure assembly, a connecting structure assembly is installed in front of the upper end of the device structure assembly for facilitating the subsequent support of the pedestal formwork, and a supporting assembly is installed on the upper end of the connecting structure assembly for facilitating the stable support between the mounting plate and the structural plate to prevent the subsequent formwork from exploding.
[0009] The upper end of the connecting structure assembly is connected to a structural plate, a splicing block is installed behind the upper end of the structural plate, a fixing plate is fixed to the lower end of the structural plate, a connecting rod is installed at the lower end of the fixing plate, a stabilizing rod is installed at the lower end of the connecting rod, the stabilizing rod is rotatably connected to the upper end of the connecting rod, and the lower end of the stabilizing rod is a conical structure, which is convenient for fixing the upper structural plate to the ground later;
[0010] A first support frame is installed at the upper end of the support assembly, and a first limiting groove is installed at the lower end of the first support frame, an adjustment plate is installed at the upper end of the first limiting groove, a second limiting groove is installed at the rear end of the first limiting groove, and a second support frame is connected and installed at the upper end of the second limiting groove. The second support frame has the same structure as the first support frame, which is convenient for subsequent connection and installation between the mounting plate and the structural plate.
[0011] As the preferred technical solution of the utility model, a mounting plate is installed on the upper end of the device structure assembly, and mounting grooves are installed on both sides of the upper end of the mounting plate, and connecting grooves are installed on the inner side of the mounting grooves. The connecting grooves are installed in front of the upper end of the mounting plate, and there are two connecting grooves, which is convenient for subsequent connection and installation of the support frame.
[0012] As a preferred technical solution of the present invention, a placement groove is installed inside the upper end of the connecting structure component, and the placement groove is installed on the upper end of the structural plate, and the supporting component is connected and installed through the placement groove.
[0013] As a preferred technical solution of the utility model, a movable plate is installed at the rear end of the support assembly, and the movable plate is installed at the rear end of the second limiting groove, and the second limiting groove is driven and connected by the movable plate.
[0014] As a preferred technical solution of the utility model, the connecting structure component is installed at the upper end of the installation groove in the device structure component, and the supporting component is installed at the upper end of the placement groove in the connecting structure component.
[0015] As a preferred technical solution of the present utility model, the interior of the installation groove is a cross structure, and the number of the connecting grooves is two.
[0016] As a preferred technical solution of the utility model, the splicing blocks are inserted and connected inside the installation groove to connect the structural plates, the upper end of the connecting rod is installed with a thread, the lower end of the stabilizing rod is a conical structure, and the stabilizing rod is a rotating disassembly structure.
[0017] As a preferred technical solution of the utility model, the first support frame has the same structure as the second support frame, the upper end of the first support frame is installed inside the connecting groove, and the lower end is installed inside the first limiting groove. The first support frame is an inclined structure, and the first limiting groove is installed inside the placement groove.
[0018] Compared with the prior art, the utility model provides a large-volume concrete beam formwork support structure for a super-large bridge cap, which has the following beneficial effects:
[0019] 1. The utility model arranges the overall device, wherein a mounting plate is installed in the device structure component, the upper end of the mounting plate is connected with a mounting groove, the interior of the mounting groove is a cross structure, which is convenient for the subsequent installation of the upper end connection structure component, and a splicing block is installed on the upper end of the connection structure component, through which the structure plate is fixed to the upper end of the mounting plate as a whole, and the structure plate is connected by inserting the splicing block through the mounting groove, and the structure plate is connected, and a first support frame and a second support frame are installed in the support component, and the support frames are connected and installed through the limit groove. This structure is convenient for the overall disassembly and splicing, and is convenient for subsequent transportation and installation, and effectively prevents the subsequent inability to quickly transport and install due to the large support structure when the support structure is in use.
[0020] 2. The utility model arranges a support assembly, in which a first support frame and a second support frame are installed. The support frame is an inclined structure. The first support frame and the second support frame have the same structure, and the upper end of the first support frame is installed in the connecting groove at the upper end of the mounting plate, and the lower end is installed in the first limiting groove, which is convenient for the subsequent supporting connection between the mounting plate and the structural plate. The connection heights of the first support frame and the second support frame are different. The position of the limiting groove is adjusted by the adjusting plate at the upper end of the limiting groove, which is convenient for the subsequent height adjustment of the support frame according to the support needs, and effectively prevents the traditional support structure from being easily deformed due to excessive concrete pouring during use, resulting in the need for subsequent manual continuous detection and adjustment, affecting the overall pouring efficiency. BRIEF DESCRIPTION OF THE DRAWINGS
[0021] Figure 1 It is a schematic diagram of the overall structure of the utility model;
[0022] Figure 2 It is a schematic diagram of the structural components of the structural device of the utility model;
[0023] Figure 3 This is a schematic diagram of the structural connection components of the utility model;
[0024] Figure 4 It is a schematic diagram of the structural support assembly of the utility model.
[0025] Among them: 1. Device structure assembly; 101. Mounting plate; 102. Mounting slot; 103. Connecting slot; 2. Connecting structure assembly; 201. Structural plate; 202. Placement slot; 203. Joint block; 204. Fixing plate; 205. Connecting rod; 206. Stabilizing rod; 3. Support assembly; 301. First support frame; 302. First limiting slot; 303. Adjusting plate; 304. Second limiting slot; 305. Moving plate; 306. Second support frame. DETAILED DESCRIPTION
[0026] The following is a further detailed description of the implementation of the present invention in conjunction with the accompanying drawings and examples. The following examples are used to illustrate the present invention, but cannot be used to limit the scope of the present invention.
[0027] In the description of the present invention, unless otherwise specified, "multiple" means two or more; the terms "upper", "lower", "left", "right", "inner", "outer", "front end", "rear end", "head", "tail" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, which is only for the convenience of describing the present invention and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", "third" and the like are only used for descriptive purposes and cannot be understood as indicating or implying relative importance.
[0028] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "connected" and "connection" 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 an indirect connection through an intermediate medium. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0029] See also Figure 1-Figure 4In this embodiment, a large-volume concrete beam formwork support structure for a super-large bridge cap includes: a device structure component 1, a connection structure component 2 is installed in front of the upper end of the device structure component 1, a structure plate 201 is connected to the upper end of the connection structure component 2, a splicing block 203 is installed behind the upper end of the structure plate 201, a fixing plate 204 is fixed to the lower end of the structure plate 201, and a connecting rod 205 is installed at the lower end of the fixing plate 204, a stabilizing rod 206 is installed at the lower end of the connecting rod 205, and the upper end of the connection structure component 2 is installed There is a support component 3, a first support frame 301 is installed on the upper end of the support component 3, and a first limiting groove 302 is installed on the lower end of the first support frame 301, an adjustment plate 303 is installed on the upper end of the first limiting groove 302, a second limiting groove 304 is installed at the rear end of the first limiting groove 302, and a second support frame 306 is connected and installed on the upper end of the second limiting groove 304, the connecting structure component 2 is installed on the upper end of the installation groove 102 in the device structure component 1, and the support component 3 is installed on the upper end of the placement groove 202 in the connecting structure component 2.
[0030] Through the above structure: the device structure component 1 is convenient for fixing and installing the upper connection structure component 2, which is convenient for supporting the base template later. The splicing block 203 is inserted and connected through the installation groove 102 at the upper end of the installation plate 101, which is convenient for installing the structure plate 201 later. The connection structure component 2 is used in combination with the device structure component 1, which is convenient for supporting the base template later. The structure plate 201 is installed to the upper end of the installation plate 101 through the splicing block 203. The support component 3 is convenient for firmly supporting the installation plate 101 and the structure plate 201 to prevent the subsequent template from exploding.
[0031] See also Figure 1-Figure 4 A mounting plate 101 is installed at the upper end of the device structure component 1, and mounting grooves 102 are installed on both sides of the upper end of the mounting plate 101. A connecting groove 103 is installed on the inner side of the mounting groove 102. The interior of the mounting groove 102 is a cross structure, and the number of the connecting grooves 103 is two.
[0032] Through the above structure: by installing the mounting plate 101, the mounting groove 102 at the upper end is connected and fixed, and the template is supported by the mounting plate 101, the mounting groove 102 is installed on both sides of the upper end of the mounting plate 101, and the splicing block 203 is connected and installed through the mounting groove 102, which is convenient for subsequent connection between components, and the connecting groove 103 is installed in front of the upper end of the mounting plate 101, and the number of the connecting grooves 103 is two, which is convenient for the subsequent connection and installation of the support frame.
[0033] See also Figure 1-Figure 4A placement groove 202 is installed inside the upper end of the connecting structure component 2, and the splicing block 203 is inserted and connected inside the installation groove 102 to connect the structural plate 201. The upper end of the connecting rod 205 is installed with a thread, the lower end of the stabilizing rod 206 is a conical structure, and the stabilizing rod 206 is a rotating disassembly structure.
[0034] Through the above structure: through the installation of the structural plate 201, the structural plate 201 is combined with the mounting plate 101 for use, which is convenient for supporting the template, the placement groove 202 is installed at the upper end of the structural plate 201, and the support component 3 is connected and installed through the placement groove 202, which is convenient for subsequent use, the splicing block 203 is installed at the upper end of the structural plate 201, and the shape of the splicing block 203 is consistent with the shape inside the mounting groove 102, which is convenient for the subsequent connection of the structural plate 201 and the mounting plate 101 through the splicing block 203, the fixing plate 204 is connected and installed at the lower end of the structural plate 201, and the connecting rod 205 is fixed by the fixing plate 204, the interior of the connecting rod 205 is a spiral structure, which is convenient for the subsequent rotational installation of the upper end stabilizing rod 206, which is convenient for subsequent use, the stabilizing rod 206 is rotatably connected to the upper end of the connecting rod 205, and the lower end of the stabilizing rod 206 is a conical structure, which is convenient for the subsequent fixing of the upper end structural plate 201 to the ground.
[0035] See also Figure 1-Figure 4 A movable plate 305 is installed at the rear end of the support assembly 3. The first support frame 301 has the same structure as the second support frame 306. The upper end of the first support frame 301 is installed inside the connecting groove 103, and the lower end is installed inside the first limiting groove 302. The first support frame 301 is an inclined structure, and the first limiting groove 302 is installed inside the placement groove 202.
[0036] Through the above structure: the components are connected by installing the first support frame 301, and the upper end of the first support frame 301 is installed in the connecting groove 103, and the lower end is installed in the first limiting groove 302, so as to facilitate the subsequent connection between the mounting plate 101 and the structural plate 201, the first limiting groove 302 is installed inside the mounting groove 102, the upper end of the first support frame 301 is connected and fixed through the first limiting groove 302, the adjustment plate 303 is connected to the upper end of the first limiting groove 302, and the first limiting groove 302 is adjusted through the adjustment plate 303. 02 is adjusted in position, the second limiting groove 304 is installed at the rear end of the first limiting groove 302, the lower end of the second support frame 306 is connected and fixed through the second limiting groove 304, the movable plate 305 is installed at the rear end of the second limiting groove 304, the second limiting groove 304 is driven and connected through the movable plate 305, so as to facilitate the subsequent adjustment of the position of the second support frame 306 at the upper end. The second support frame 306 has the same structure as the first support frame 301, so as to facilitate the subsequent connection and installation between the mounting plate 101 and the structural plate 201.
[0037] When in use, first, the whole structure is installed and connected, and the assembly is placed on the side end of the mold by a crane. A fixing plate 204 is installed at the lower end of the structural plate 201. The fixing plate 204 is connected to the connecting rod 205, and the stabilizing rod 206 is rotatably connected through the spiral structure inside the connecting rod 205. The lower end of the stabilizing rod 206 is a conical structure, which is convenient for subsequently fixing the structural plate 201 to the upper end of the ground. Mounting grooves 102 are installed on both sides of the upper end of the mounting plate 101, and the interior of the mounting groove 102 is a cross structure. The structural plate 201 is installed to the upper end of the mounting plate 101. A splicing block 203 is installed at the upper end of the structural plate 201, and the splicing block 203 is embedded with the internal structure of the mounting groove 102. The splicing block 203 at the upper end of the structural plate 201 is inserted and connected to the mounting groove 102 at the upper end of the mounting plate 101, which is convenient for subsequently connecting the structural plate 201 to the mounting plate 101 After the mold is connected and installed, the mold is supported by the mounting plate 101 and the structural plate 201. In order to facilitate stable support of the mold, the support component 3 is installed on the upper end. The support component 3 is installed in the placement groove 202 of the structural plate 201. The upper end of the placement groove 202 is installed with a first limiting groove 302 and a second limiting groove 304. The upper ends of the first limiting groove 302 and the second limiting groove 304 are connected to the adjustment plate 303 and the movable plate 305. The position of the limiting groove is adjusted by the adjustment plate 303 and the movable plate 305. At this time, the worker connects and installs the first support frame 301 and the second support frame 306. The first support frame 301 and the second support frame 306 have the same structure. The upper end of the first support frame 301 is installed in the connecting groove 103, and the lower end is installed in the limiting groove. The mounting plate 101 and the structural plate 201 are firmly connected through the support frame.
[0038] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A large-volume concrete beam formwork support structure for a super-large bridge cap, characterized in that: The device comprises a structural component (1), wherein a connecting structural component (2) is installed in front of the upper end of the structural component (1), a structural plate (201) is connected to the upper end of the connecting structural component (2), a splicing block (203) is installed behind the upper end of the structural plate (201), a fixing plate (204) is fixed to the lower end of the structural plate (201), a connecting rod (205) is installed at the lower end of the fixing plate (204), and a stabilizing rod (206) is installed at the lower end of the connecting rod (205). A support assembly (3) is installed at the upper end of the connection structure assembly (2), a first support frame (301) is installed at the upper end of the support assembly (3), and a first limiting groove (302) is installed at the lower end of the first support frame (301), an adjustment plate (303) is installed at the upper end of the first limiting groove (302), a second limiting groove (304) is installed at the rear end of the first limiting groove (302), and a second support frame (306) is connected and installed at the upper end of the second limiting groove (304).
2. The formwork support structure for large-volume concrete beams of a super-large bridge cap according to claim 1 is characterized in that: A mounting plate (101) is installed at the upper end of the device structure assembly (1), and mounting grooves (102) are installed on both sides of the upper end of the mounting plate (101), and connecting grooves (103) are installed inside the mounting grooves (102).
3. The formwork support structure for large-volume concrete beams of a super-large bridge cap according to claim 1 is characterized in that: A placement groove (202) is installed inside the upper end of the connection structure component (2).
4. The formwork support structure for large-volume concrete beams of a super-large bridge cap according to claim 1 is characterized in that: A movable plate (305) is installed at the rear end of the support assembly (3).
5. The formwork support structure for large-volume concrete beams of a super-large bridge cap according to claim 1 is characterized in that: The connection structure component (2) is installed at the upper end of the installation groove (102) in the device structure component (1), and the support component (3) is installed at the upper end of the placement groove (202) in the connection structure component (2).
6. The formwork support structure for large-volume concrete beams of a super-large bridge cap according to claim 2 is characterized in that: The interior of the installation groove (102) is a cross structure, and the number of the connection grooves (103) is two.
7. The formwork support structure for large-volume concrete beams of a super-large bridge cap according to claim 3 is characterized in that: The splicing block (203) is inserted and connected inside the installation groove (102) to connect the structural plate (201), the upper end of the connecting rod (205) is installed with a thread, the lower end of the stabilizing rod (206) is a conical structure, and the stabilizing rod (206) is a rotating disassembly structure.
8. The formwork support structure for large-volume concrete beams of a super-large bridge cap according to claim 4 is characterized in that: The first support frame (301) and the second support frame (306) have the same structure. The upper end of the first support frame (301) is installed inside the connecting groove (103), and the lower end is installed inside the first limiting groove (302). The first support frame (301) is an inclined structure, and the first limiting groove (302) is installed inside the placement groove (202).