Road shoulder concrete construction formwork
By designing a foldable road shoulder concrete construction formwork and a storage auxiliary support structure, the problem of inconvenience in carrying existing formwork after disassembly is solved, and the convenient disassembly and efficient transportation of formwork is achieved.
Patent Information
- Application Number
- CN202421746652.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-22
- Publication Date
- 2025-06-03
- Estimated Expiration
- 2034-07-22
AI Technical Summary
When the existing road shoulder construction formwork is disassembled, the formwork and the support structure cannot be stored together, resulting in inconvenience in carrying.
A road shoulder concrete construction formwork is designed. By setting the first road shoulder formwork, the second road shoulder formwork and the hinge, the formwork can be folded. The auxiliary support arm and extension rod can be stored in the formwork by rotation, making it easy to carry and transport.
It realizes convenient disassembly and carry the road shoulder formwork, reduces transportation difficulties and improves construction efficiency.
Smart Images

Figure CN222935809U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of construction formwork, in particular to a shoulder concrete construction formwork. Background Technique
[0002] The shoulder refers to a strip part with a certain width located at the outer edge of the carriageway to the subgrade edge, including a hard shoulder and a protective shoulder. It is used to maintain the function of the carriageway and for temporary parking, and serves as the lateral support of the road surface. During its construction process, construction formwork is often required.
[0003] At present, most of the existing shoulder construction formworks are spliced together section by section, and then a support structure is provided at the rear of the construction formwork through a strut / steel bar (as shown in the physical drawing provided in the specification). However, when disassembling this shoulder construction formwork, the formwork and the support structure cannot be stored together, and need to be carried separately, resulting in inconvenient carrying. Figure 4 Content of the Utility Model
[0004] The purpose of the utility model is to provide a solution to the problems raised in the above background technique.
[0005] To achieve the above purpose, the utility model provides the following technical solutions:
[0006] A shoulder concrete construction formwork includes a first shoulder formwork and a second shoulder formwork. The first shoulder formwork and the second shoulder formwork are arranged side by side in a straight line. Connecting plates are installed at the rear parts of the first shoulder formwork and the second shoulder formwork. A hinge is arranged between the two connecting plates, and the two connecting plates are hinged through the hinge. Upper auxiliary support arms and lower auxiliary support arms are arranged at the rear parts of the first shoulder formwork and the second shoulder formwork. The upper auxiliary support arms and the lower auxiliary support arms are arranged corresponding to each other up and down. One ends of the upper auxiliary support arms and one ends of the lower auxiliary support arms are both installed with hinge pins, and one ends of the upper auxiliary support arms and the lower auxiliary support arms are both hinged to the first shoulder formwork or the second shoulder formwork through the hinge pins. An extension rod is arranged between the upper auxiliary support arms and the lower auxiliary support arms. Adjusting holes are equidistantly arranged on the extension rod. Fixing holes are arranged on both the upper auxiliary support arms and the lower auxiliary support arms. Locking components are installed in the fixing holes. The upper auxiliary support arms and the lower auxiliary support arms are fixedly connected to the extension rod through the locking components. An anchor hole is arranged at one end of the extension rod, and an anchor is arranged in the anchor hole. Part of the anchor is inserted into the ground.
[0007] As a further solution of the utility model: The locking component includes a threaded rod and a hexagonal nut. The threaded rod passes through the fixing hole and the corresponding adjusting hole and is threadedly connected to the hexagonal nut.
[0008] As a further solution of the present utility model: handle grooves are provided on both the first shoulder formwork and the second shoulder formwork.
[0009] As a further solution of the present utility model: the sides of the first shoulder formwork and the second shoulder formwork are C-shaped.
[0010] As a further solution of the present utility model: the first shoulder formwork and the second shoulder formwork have the same length, and the length of the extension rod is less than half of the length of the first shoulder formwork.
[0011] Compared with the prior art, the beneficial effects of the present utility model are as follows:
[0012] 1. By providing the first shoulder formwork, the second shoulder formwork and the hinge, the first shoulder formwork and the second shoulder formwork can be folded through the hinge, so that the length of the shoulder formwork is reduced by half, and the auxiliary support arm and the extension rod can both be rotated and stored in the shoulder formwork, thus facilitating the carrying and transportation of the shoulder formwork.
[0013] 2. By providing the upper auxiliary support arm, the lower auxiliary support arm, the extension rod and the anchor rod, the upper auxiliary support arm and the lower auxiliary support arm can cooperate with the extension rod to support the shoulder formwork, and the support position can be adjusted according to the actual situation, making the installation of the shoulder formwork more convenient. Description of the Drawings
[0014] Figure 1 It is the rear view of a shoulder concrete construction formwork.
[0015] Figure 2 It is the side view of a shoulder concrete construction formwork.
[0016] Figure 3 It is the partial structural schematic diagram of a shoulder concrete construction formwork.
[0017] Figure 4 It is the physical diagram of the existing shoulder concrete construction formwork.
[0018] 1. First shoulder formwork; 2. Second shoulder formwork; 3. Hinge; 4. Upper auxiliary support arm; 5. Lower auxiliary support arm; 6. Hinge pin; 7. Locking assembly; 701. Threaded rod; 702. Hexagonal nut; 8. Extension rod; 9. Adjustment hole; 10. Fixed hole; 11. Anchor rod hole; 12. Anchor rod; 13. Handle groove; 14. Connecting plate. Detailed Embodiment
[0019] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present invention without creative efforts shall fall within the protection scope of the present invention.
[0020] Please refer to Figure 1 , in the embodiment of the present invention, a shoulder concrete construction formwork includes a first shoulder formwork 1 and a second shoulder formwork 2. The first shoulder formwork 1 and the second shoulder formwork 2 are arranged side by side in a straight line. The sides of the first shoulder formwork 1 and the second shoulder formwork 2 are C-shaped. Connecting plates 14 are installed at the rear parts of the first shoulder formwork 1 and the second shoulder formwork 2. A hinge 3 is arranged between the two connecting plates 14. The two connecting plates 14 are hinged through the hinge 3. The first shoulder formwork 1 and the second shoulder formwork 2 can be folded through the hinge 3, so that the length of the shoulder formwork is reduced by half.
[0021] Please refer to Figure 2 , upper auxiliary support arms 4 and lower auxiliary support arms 5 are arranged at the rear parts of the first shoulder formwork 1 and the second shoulder formwork 2. The upper auxiliary support arms 4 and the lower auxiliary support arms 5 are arranged corresponding to each other up and down. Hinge pins 6 are installed at one ends of the upper auxiliary support arms 4 and the lower auxiliary support arms 5. One ends of the upper auxiliary support arms 4 and the lower auxiliary support arms 5 are hinged to the first shoulder formwork 1 or the second shoulder formwork 2 through the hinge pins 6. The fixing points of the shoulder formwork can be adjusted through the hinge, and the auxiliary support arms can be conveniently stored in the shoulder formwork.
[0022] Please refer to Figures 1-3 , an extension rod 8 is arranged between the upper auxiliary support arms 4 and the lower auxiliary support arms 5. Adjustment holes 9 are equally spaced on the extension rod 8. Fixing holes 10 are opened on both the upper auxiliary support arms 4 and the lower auxiliary support arms 5. Locking components 7 are installed in the fixing holes 10. The upper auxiliary support arms 4 and the lower auxiliary support arms 5 are fixedly connected to the extension rod 8 through the locking components 7. An anchor hole 11 is opened at one end of the extension rod 8. An anchor 12 is arranged in the anchor hole 11. Part of the anchor 12 is inserted into the ground. The anchor 12 can be replaced by a steel bar. The locking component 7 includes a threaded rod 701 and a hexagonal nut 702. The threaded rod 701 passes through the fixing hole 10 and the corresponding adjustment hole 9 and is threadedly connected to the hexagonal nut 702. Through the locking component 7, the relative positions of the extension rod 8 and the upper auxiliary support arms 4 and the lower auxiliary support arms 5 can be adjusted, which is convenient for adjusting the installation position of the anchor 12. The lengths of the first shoulder formwork 1 and the second shoulder formwork 2 are equal. The length of the extension rod 8 is less than half of the length of the first shoulder formwork 1. Such a design is to ensure that the extension rod 8 can be stored in the shoulder formwork.
[0023] Please refer to Figure 3 , handle grooves 13 are provided on both the first shoulder formwork 1 and the second shoulder formwork 2. The provision of the handle grooves 13 facilitates the personnel to hold and carry them.
[0024] The working principle of the present utility model is as follows:
[0025] During use, first unfold the first shoulder formwork 1 and the second shoulder formwork 2 into a straight line through the hinge 3, then rotate the upper auxiliary support arm 4 and the lower auxiliary support arm 5 to unfold them from within the shoulder formwork, then fix the extension rod 8 to the upper auxiliary support arm 4 and the lower auxiliary support arm 5 through the locking assembly 7, and finally insert the anchor rod 12 into the anchor rod hole 11 to fix the shoulder formwork. When disassembling, first pull out the anchor rod 12 from the anchor rod hole 11, then rotate the upper auxiliary support arm 4, the lower auxiliary support arm 5 and the extension rod 8 to store them within the shoulder formwork, and then fold and store the first shoulder formwork 1 and the second shoulder formwork 2 together. One can carry them by holding the handle groove 13.
[0026] Although the present utility model has been described in detail with reference to the foregoing embodiments, for those skilled in the art, they can still modify the technical solutions described in the foregoing embodiments, or perform equivalent replacements for some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.
Claims
1. A road shoulder concrete construction formwork, comprising a first road shoulder formwork (1) and a second road shoulder formwork (2), characterized in that: The first shoulder template (1) and the second shoulder template (2) are arranged side by side in a straight line. A connecting plate (14) is installed at the rear of the first shoulder template (1) and the rear of the second shoulder template (2). A hinge (3) is arranged between the two connecting plates (14). The two connecting plates (14) are hinged by the hinge (3). The rear of the first shoulder template (1) and the second shoulder template (2) are provided with an upper auxiliary support arm (4) and a lower auxiliary support arm (5). The upper auxiliary support arm (4) and the lower auxiliary support arm (5) are arranged correspondingly up and down. One end of the upper auxiliary support arm (4) and one end of the lower auxiliary support arm (5) are both installed with a hinge pin (6). One end of the upper auxiliary support arm (4) and the lower auxiliary support arm (5) are connected to each other. The arms (5) are hinged to the first shoulder template (1) or the second shoulder template (2) through a hinge pin (6); an extension rod (8) is arranged between the upper auxiliary support arm (4) and the lower auxiliary support arm (5); adjustment holes (9) are arranged on the extension rod (8) at equal intervals; fixing holes (10) are arranged on the upper auxiliary support arm (4) and the lower auxiliary support arm (5); a locking assembly (7) is installed in the fixing hole (10); the upper auxiliary support arm (4) and the lower auxiliary support arm (5) are fixedly connected to the extension rod (8) through the locking assembly (7); an anchor rod hole (11) is arranged at one end of the extension rod (8); an anchor rod (12) is arranged in the anchor rod hole (11); and the anchor rod (12) is partially inserted into the ground.
2. A road shoulder concrete construction formwork according to claim 1, characterized in that: The locking assembly (7) comprises a threaded rod (701) and a hexagonal nut (702); the threaded rod (701) passes through a fixing hole (10) and a corresponding adjustment hole (9) and is threadedly connected to the hexagonal nut (702).
3. A road shoulder concrete construction formwork according to claim 1, characterized in that: The first shoulder template (1) and the second shoulder template (2) are both provided with a handle groove (13).
4. A road shoulder concrete construction formwork according to claim 1, characterized in that: The side surfaces of the first shoulder template (1) and the second shoulder template (2) are C-shaped.
5. A road shoulder concrete construction formwork according to claim 1, characterized in that: The first shoulder template (1) and the second shoulder template (2) are of equal length, and the length of the extension rod (8) is less than half of the length of the first shoulder template (1).