Concrete building form for wind power civil engineering

Abstract

The utility model discloses a kind of concrete building templates for wind power civil engineering, belong to concrete building template technical field, it includes template frame, the top and bottom of the template frame are provided with splicing component, the splicing component includes base and top plate, the top of the template frame is provided with rectangular ring clamping slot, the bottom of the template frame is provided with rectangular ring clamping block, rectangular ring clamping slot and rectangular ring clamping block between clamping, this concrete building template for wind power civil engineering, by setting splicing component, so that two template frames can be spliced, and then the base of different height can be poured and formed, different templates rely on rectangular ring clamping block and rectangular ring clamping slot and be sealed, and then pouring process can be avoided, due to gap etc. Cause base pouring forming effect, and bottom can be plugged under the action of base and rectangular ring clamping frame etc. Component, and then facilitate pouring.

Description

Technical Field

[0001] This utility model belongs to the field of concrete building formwork technology, specifically a concrete building formwork for wind power civil engineering. Background Technology

[0002] Concrete formwork is a temporary support structure used to shape concrete components during the construction of concrete structures. In the construction of wind power civil engineering projects, it is necessary to precast concrete for foundations, etc., and formwork is needed to assist in the casting process.

[0003] Existing concrete building formwork technologies have relatively complete structures and functions, which can meet basic usage requirements, but the following problems still exist: In actual use, the height of the building formwork is fixed, which makes it impossible to precast bases of different heights. Furthermore, the various surfaces of the formwork are fixed with bolts, resulting in gaps between the joint surfaces, which in turn affects the actual casting and forming effect. Utility Model Content

[0004] (a) Technical problems to be solved In order to overcome the above-mentioned defects of the prior art, this utility model provides a concrete building formwork for wind power civil engineering, which solves the problems that in actual use, the height of the building formwork is fixed, which makes it impossible to precast foundations of different heights, and the bolts used to fix the various surfaces of the formwork result in gaps between the joint surfaces, which affects the actual casting and forming effect.

[0005] (II) Technical Solution To achieve the above objectives, this utility model provides the following technical solution: a concrete building formwork for wind power civil engineering, comprising a formwork frame, wherein splicing components are provided at the top and bottom of the formwork frame, the splicing components comprising a base and a top plate, a rectangular ring slot is provided at the top of the formwork frame, and a rectangular ring block is provided at the bottom of the formwork frame, the rectangular ring slot and the rectangular ring block being engaged with each other, a rectangular ring frame is fixedly connected to the top of the base, the rectangular ring block being engaged with the rectangular ring frame, and a limiting component is provided at the top of the top plate, the limiting component comprising a threaded rod, the bottom end of the threaded rod being rotatably connected to a cross plate.

[0006] As a further embodiment of this utility model: the inner walls of the rectangular ring slot and the rectangular ring block are provided with the same circular insertion hole, and a connecting rod is inserted into the inner wall of the circular insertion hole.

[0007] As a further embodiment of this utility model: the inner wall of the rectangular ring frame is provided with a threaded locking hole, and the bottom end of the connecting rod is fixedly connected to a first threaded locking rod.

[0008] As a further embodiment of this utility model: a circular card frame is fixedly connected to the bottom of the top plate, and the top end of the connecting rod is inserted into the inner wall of the circular card frame.

[0009] As a further embodiment of this utility model: a first screw hole is provided on one side of the connecting rod, and a second screw hole is provided on one side of the circular frame, and a second threaded clamping rod is threadedly connected to the inner walls of the first screw hole and the second screw hole.

[0010] As a further embodiment of this utility model: auxiliary rods are fixedly connected to the bottom of the four sides of the cross plate, and rectangular locking blocks are fixedly connected to the bottom ends of the auxiliary rods. The rectangular locking blocks are engaged with the inner wall of the rectangular ring groove.

[0011] As a further embodiment of this utility model: a limiting rod is fixedly connected to the top of the cross plate, and the limiting rod is slidably disposed on the inner wall of the top plate.

[0012] (III) Beneficial Effects Compared with the prior art, the beneficial effects of this utility model are as follows: 1. The concrete formwork used in this wind power civil engineering project, by setting up splicing components, allows two formwork frames to be spliced ​​together, thereby enabling the casting of foundations of different heights. Different formworks are connected and sealed by rectangular ring clamps and rectangular ring grooves, which can avoid the foundation casting effect caused by gaps during the casting process. In addition, the bottom can be sealed by the base and rectangular ring clamps and other components, thus facilitating the casting process.

[0013] 2. The concrete formwork used in this wind power civil engineering project, by setting up a circular clip frame, can be used with connecting rods to disassemble and assemble components such as cover plates, thereby providing auxiliary limiting for the connecting rods and the top, and thus enabling it to function in conjunction with other components.

[0014] 3. The concrete formwork for this wind power civil engineering project, by setting a limiting component, can drive the auxiliary rod and rectangular locking block to move up and down under the action of the threaded rod and the cross plate, and then engage with the rectangular ring slot, thereby limiting the top of the formwork frame. Attached Figure Description

[0015] Figure 1 This is a three-dimensional structural diagram of the present invention; Figure 2 This is a three-dimensional structural diagram of the template frame of this utility model; Figure 3 This is a three-dimensional structural diagram of the base of this utility model; Figure 4 This is a three-dimensional structural diagram of the rectangular ring block of this utility model; Figure 5 This is a three-dimensional structural diagram of the connecting rod of this utility model; Figure 6 This is a three-dimensional structural diagram of the top plate of this utility model; In the diagram: 1. Template frame; 2. Splicing component; 21. Rectangular ring slot; 22. Round insertion hole; 23. Rectangular ring block; 24. Base; 25. Rectangular ring frame; 26. Threaded hole; 27. Connecting rod; 28. First threaded rod; 29. ​​First screw hole; 210. Round frame; 211. Top plate; 212. Second screw hole; 213. Second threaded rod; 3. Limiting component; 31. Threaded rod; 32. Cross plate; 33. Limiting rod; 34. Auxiliary rod; 35. Rectangular positioning block. Detailed Implementation

[0016] The technical solution of this patent will be further described in detail below with reference to specific embodiments.

[0017] like Figure 1-6 As shown, this utility model provides a technical solution: a concrete building formwork for wind power civil engineering, including a formwork frame 1. The top and bottom of the formwork frame 1 are each provided with a splicing component 2. The splicing component 2 can splice multiple formwork frames 1, making it suitable for pouring foundations of different heights while ensuring sealing during the pouring process. The splicing component 2 includes a base 24 and a top plate 211. A rectangular ring groove 21 is provided at the top of the formwork frame 1, and a rectangular ring block 23 is provided at the bottom of the formwork frame 1. The rectangular ring block 23 can be inserted into the inner wall of the rectangular ring groove 21, thereby enabling sealing. The template frame 1 is spliced ​​together, and the rectangular ring slot 21 and the rectangular ring block 23 are engaged. The top of the base 24 is fixedly connected to the rectangular ring frame 25, and the rectangular ring block 23 is engaged with the rectangular ring frame 25. The rectangular ring block 23 can engage with the rectangular ring frame 25, thereby splicing and fixing the template frame 1 and the base 24. The top of the top plate 211 is provided with a limit component 3. The limit component 3 includes a threaded rod 31. The bottom end of the threaded rod 31 is rotatably connected to a cross plate 32. The threaded rod 31 can drive the cross plate 32 to move up and down, thereby cooperating with the movement of other components.

[0018] Specifically, such as Figures 2-6As shown, the inner walls of the rectangular ring slot 21 and the rectangular ring block 23 are provided with the same circular insertion hole 22. A connecting rod 27 is inserted into the inner wall of the circular insertion hole 22. The connecting rod 27 can be inserted into the circular insertion hole 22, thereby assisting in the connection of the template frame 1. The inner wall of the rectangular ring frame 25 is provided with a threaded locking hole 26. The bottom end of the connecting rod 27 is fixedly connected to a first threaded locking rod 28. The first threaded locking rod 28 can cooperate with the threaded locking hole 26, so that the connecting rod 27 can be fixed to the base 24. The bottom of the top plate 211 is fixedly connected to... A circular frame 210 is provided, and the top end of the connecting rod 27 is inserted into the inner wall of the circular frame 210. The circular frame 210 can cooperate with the connecting rod 27 to lock and fix the top plate 211. A first screw hole 29 is provided on one side of the connecting rod 27, and a second screw hole 212 is provided on one side of the circular frame 210. A second threaded locking rod 213 is threadedly connected to the inner wall of the first screw hole 29 and the second screw hole 212. The second threaded locking rod 213 can cooperate with the first screw hole 29 and the second screw hole 212 to fix the circular frame 210 and the connecting rod 27.

[0019] Specifically, such as Figure 6 As shown, auxiliary rods 34 are fixedly connected to the bottom of the four sides of the cross plate 32. A rectangular locking block 35 is fixedly connected to the bottom of the auxiliary rod 34. The rectangular locking block 35 engages with the inner wall of the rectangular ring groove 21. The rectangular locking block 35 can engage with the rectangular ring groove 21, thereby pressing down and limiting the template frame 1. A limiting rod 33 is fixedly connected to the top of the cross plate 32. The limiting rod 33 is slidably set on the inner wall of the top plate 211. The limiting rod 33 can limit the cross plate 32, so that the cross plate 32 can move along the threaded rod 31.

[0020] The working principle of this utility model is as follows: S1. When in use, the rectangular ring block 23 at the bottom of the bottom template frame 1 is engaged with the rectangular ring frame 25. At this time, the rectangular ring block 23 at the bottom of the upper template frame 1 is engaged with the rectangular ring slot 21 in sequence. S2. Insert the connecting rod 27 into the round insertion hole 22. At this time, fix the first threaded clamp rod 28 to the threaded clamp hole 26, thereby fixing the connecting rod 27. At this time, clamp the round clamp frame 210 to the top of the connecting rod 27. At this time, fix the second threaded clamp rod 213 to the first screw hole 29 and the second screw hole 212. S3. At this time, rotate the threaded rod 31 so that the cross plate 32 can move up and down, which in turn can drive the auxiliary rod 34 and the rectangular locking block 35 to move, and then engage with the rectangular ring slot 21, thereby fixing the template frame 1.

[0021] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0022] The preferred embodiments of this patent have been described in detail above. However, this patent is not limited to the above embodiments. Within the scope of knowledge possessed by those skilled in the art, various changes can be made without departing from the spirit of this patent.

Claims

1. A concrete formwork for wind power civil engineering, comprising a formwork frame (1), characterized in that: The top and bottom of the template frame (1) are provided with splicing components (2). The splicing components (2) include a base (24) and a top plate (211). The top of the template frame (1) is provided with a rectangular ring slot (21), and the bottom of the template frame (1) is provided with a rectangular ring block (23). The rectangular ring slot (21) and the rectangular ring block (23) are engaged. The top of the base (24) is fixedly connected with a rectangular ring frame (25). The rectangular ring block (23) and the rectangular ring frame (25) are engaged. The top of the top plate (211) is provided with a limiting component (3). The limiting component (3) includes a threaded rod (31). The bottom end of the threaded rod (31) is rotatably connected with a cross plate (32).

2. The concrete formwork for wind power civil engineering as described in claim 1, characterized in that: The inner walls of the rectangular ring slot (21) and the rectangular ring block (23) are provided with the same circular insertion hole (22), and a connecting rod (27) is inserted into the inner wall of the circular insertion hole (22).

3. A concrete formwork for wind power civil engineering as described in claim 2, characterized in that: The inner wall of the rectangular ring frame (25) is provided with a threaded locking hole (26), and the bottom end of the connecting rod (27) is fixedly connected with a first threaded locking rod (28).

4. A concrete formwork for wind power civil engineering as described in claim 2, characterized in that: The bottom of the top plate (211) is fixedly connected to a circular card frame (210), and the top end of the connecting rod (27) is inserted into the inner wall of the circular card frame (210).

5. A concrete formwork for wind power civil engineering as described in claim 4, characterized in that: The connecting rod (27) has a first screw hole (29) on one side, and the circular frame (210) has a second screw hole (212) on one side. The inner walls of the first screw hole (29) and the second screw hole (212) are threaded with a second threaded rod (213).

6. A concrete formwork for wind power civil engineering as described in claim 1, characterized in that: The bottom of the four sides of the cross plate (32) is fixedly connected to an auxiliary rod (34), and the bottom end of the auxiliary rod (34) is fixedly connected to a rectangular locking block (35). The rectangular locking block (35) is engaged with the inner wall of the rectangular ring groove (21).

7. A concrete formwork for wind power civil engineering as described in claim 1, characterized in that: A limiting rod (33) is fixedly connected to the top of the cross plate (32), and the limiting rod (33) is slidably disposed on the inner wall of the top plate (211).

Images