A formwork supporting device and a construction device for a protective cap of an angle steel tower
By combining the clamps, limiting columns, and adjusting rods of the formwork support device, the problem of limiting the formwork of the angle steel tower protective cap was solved, the construction quality and connection stability were improved, and the device was made detachable and reusable, thus reducing costs.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- ZHONG TIE CHENG JIAN JI TUAN HUA DONG JIAN SHE YOU XIAN GONG SI
- Filing Date
- 2025-07-31
- Publication Date
- 2026-06-26
AI Technical Summary
In existing technologies, the formwork for the protective cap of angle steel towers cannot effectively limit the movement, making it difficult to meet the design requirements for construction quality and affecting the stability of the connection between the tower foot and the foundation.
A formwork support device was designed, including clamps, limiting posts, a frame, and an adjusting rod. By combining the limiting posts and the frame, and utilizing the telescopic structure of the adjusting rod, the formwork can be effectively limited, ensuring the molding quality of the protective cap.
This improved the molding quality of the protective cap, ensured the stability of the connection between the tower foot and the foundation, and the device is detachable and reusable, saving costs and reducing quality defects.
Smart Images

Figure CN224412551U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of power engineering technology, and in particular to a formwork support device and a construction device for a protective cap for an angle steel tower. Background Technology
[0002] Angle steel towers are tower structures primarily composed of long, vertically angled steel bars. In power transmission applications, tower foot reinforcement devices, through adjustable support structures, increase compressive strength by over 30% and tensile strength by 25%. This structure accounts for 68% of applications in power transmission lines and similar scenarios.
[0003] The foundation of angle steel towers typically uses bored piles with a diameter of 800mm-1200mm. Four anchor bolts are pre-embedded, and the angle steel tower is connected to these bolts via a base plate and fixing bolts. After the angle steel tower and anchor bolts are installed, concrete is poured at the installation joint to form a protective cap, protecting the anchor bolts and tower base. Formwork is required for pouring the protective cap. The dimensions of the protective cap must meet the following requirements:
[0004] (i) The vertical distance between the base plate of the tower foot inside the protective cap and the edge of the protective cap should not be less than 50mm, so that the tilted part of the tower foot can extend out from the top of the protective cap;
[0005] (ii) The height of the protective cap from the top surface of the pile (angle steel tower foundation) should be no less than 300mm and 50mm higher than the anchor bolts;
[0006] (iii) The upper surface of the protective cap should not accumulate water, and the upper surface should be designed with a slope of not less than 10° and not more than 30°.
[0007] Due to the unique shape of the pile top, there is no support point for positioning the template, and the template lacks effective restraint, making it impossible for the protective cap used during construction to meet the aforementioned design requirements. If holes are drilled at the pile top to insert reinforcing bars to restrain the template, there is a risk of damaging the anchor bolts during drilling, which will affect the stability of the connection structure or cause problems such as cracking of the concrete surface at the pile top. Utility Model Content
[0008] The purpose of this utility model is to provide a formwork support device and an angle steel tower protective cap construction device to improve the forming quality of the protective cap and ensure the stability of the connection between the angle steel tower and the foundation.
[0009] The technical solution of this utility model is: a formwork support device, including a clamp, a limiting post, a frame and an adjusting rod. The limiting post is vertically connected to the clamp. At least one set of limiting posts is arranged diagonally on the clamp. The frame is engaged between the at least one set of clamps. A formwork support cavity is formed in the frame. The adjusting rod is arranged around the periphery of the formwork support cavity. The adjusting rod is connected to the frame and can extend and retract into the formwork support cavity.
[0010] Preferably, the frame is a rectangular frame, and the limiting posts are arranged in two sets diagonally.
[0011] Preferably, the limiting post includes a first plate and a second plate that are vertically connected, and the lower ends of the first plate and the second plate are connected to the outer surface of the clamp.
[0012] Preferably, the frame is provided with a screw hole, and the adjusting rod is threadedly connected to the screw hole.
[0013] Preferably, the adjusting rod includes a handle, a screw, and a limiting plate connected in sequence, the screw being connected to the screw hole, and the limiting plate being located in the mold support cavity.
[0014] Preferably, the frame includes at least two horizontal frames spaced apart vertically, and a connecting column connecting each pair of horizontal frames. Each horizontal frame is provided with a plurality of adjusting rods, which are distributed around the perimeter of the horizontal frame.
[0015] Preferably, the clamp is a structure of two semicircles joined together, and the two semicircles are connected by bolts.
[0016] Preferably, the frame is a structure of two half-frames joined together, and the two half-frames are connected by bolts.
[0017] This utility model also provides a construction device for a protective cap for an angle steel tower, including a pile and the above-mentioned formwork device. A template for pouring the protective cap is erected at the upper end of the pile. Anchor bolts are provided in the pile. The anchor bolts extend to the outer side of the top of the pile and are located inside the template. The clamp of the formwork device is fitted onto the outside of the pile. The template is placed in the formwork cavity. The adjusting rod abuts against and limits the template.
[0018] Compared with related technologies, the beneficial effects of this utility model are as follows:
[0019] I. This utility model is designed with a clamp, a limiting post, a frame, and an adjusting rod. The position of the frame is limited by the outer surface of the limiting post, and the position of the template placed in the formwork cavity is limited by the telescopic structure of the adjusting rod connected to the frame. The template is effectively limited to ensure that the protective cap of the pouring meets the design requirements, does not affect the connection stability between the tower foot and the foundation, and can effectively protect the tower foot and the foundation, thereby improving the construction quality.
[0020] Second, this utility model adopts a detachable structure, which can be disassembled and reused after the protective cap is poured, thus having high utilization value and saving costs.
[0021] Third, this utility model can improve the quality of template installation, improve the molding quality of protective caps, and reduce common quality defects. Attached Figure Description
[0022] Figure 1 A top view of the formwork support device provided by this utility model;
[0023] Figure 2 For along Figure 1 AA section view diagram;
[0024] Figure 3 This is a front view structural diagram of the clamp and the limiting post;
[0025] Figure 4 This is a top view and partial schematic diagram of the clamp and the limiting post;
[0026] Figure 5 This is a schematic diagram of the framework structure;
[0027] Figure 6 A top view of the construction device for the angle steel tower protective cap provided by this utility model;
[0028] Figure 7 For along Figure 6 BB cross-sectional diagram in the middle;
[0029] Figure 8 This is a schematic diagram showing the completed construction of the protective cap.
[0030] In the attached diagram: 1. Clamp; 2. Limiting post; 21. First plate; 22. Second plate; 3. Frame; 31. Horizontal frame; 32. Connecting post; 33. Screw hole; 34. Formwork cavity; 4. Adjusting rod; 41. Handle; 42. Screw; 43. Limiting plate; 5. Pile; 51. Anchor bolt; 6. Protective cap; 7. Formwork; 8. Angle steel tower foot. Detailed Implementation
[0031] The present invention will be described in detail below with reference to the accompanying drawings and embodiments. It should be noted that, unless otherwise specified, the embodiments and features described in the embodiments of the present invention can be combined with each other. For ease of description, the terms "upper," "lower," "left," and "right" appearing below only indicate that they correspond to the upper, lower, left, and right directions in the accompanying drawings and do not limit the structure.
[0032] like Figure 1 , Figure 2As shown, the formwork support device provided in this embodiment includes clamps 1, limiting posts 2, a frame 3, and adjusting rods 4. The limiting posts 2 are vertically connected to the clamps 1, and at least one set of limiting posts 2 are arranged diagonally on the clamps 1, with the frame 3 engaging between these sets of clamps 1. If the frame 3 is circular, then two sets of limiting posts 2 can be arranged diagonally, facing each other. In this embodiment, the frame 3 is rectangular, and two sets of limiting posts 2 are arranged diagonally, with the four limiting posts 2 defining the four corners of the rectangular frame 3, effectively limiting its position in the X and Y directions.
[0033] like Figure 1 As shown, the clamp 1 has a structure of two semi-circular joints, facilitating installation and disassembly. The two semi-circles are connected by bolts after jointing. Figure 3 , Figure 4 As shown, two limiting posts 2 are respectively connected to the two semicircles of the clamp 1. Each limiting post 2 includes a first plate 21 and a second plate 22 connected vertically, with the lower ends of the first plate 21 and the second plate 22 connected to the outer surface of the clamp 1. The upper ends of the first plate 21 and the second plate 22 extend to the top of the clamp 1 to limit the frame 3. Angle steel can be directly used as the limiting post 2.
[0034] like Figure 5 As shown, the frame 3 has two horizontal frames 31 spaced apart vertically, and a connecting post 32 connecting each pair of horizontal frames 31. Each horizontal frame 31 is formed by joining two half-frames together, and then connecting them with bolts to facilitate the assembly and disassembly of the frame 3. Multiple screw holes 33 for installing adjusting rods 4 are provided around the perimeter of each horizontal frame 31. When the two half-frames are closed, a support cavity 34 is formed inside the frame 3.
[0035] like Figure 2 As shown, the adjusting rod 4 includes a handle 41, a screw 42, and a limiting plate 43 connected in sequence. The screw 42 is connected to the screw hole 33, and the limiting plate 43 is located in the mold support cavity 34. Figure 1 As shown, the adjusting rod 4 is arranged around the periphery of the support cavity 34, and the adjusting rod 4 is connected to the frame 3 and can extend and retract into the support cavity 34.
[0036] like Figure 6 , Figure 7As shown, this utility model also provides a construction device for a protective cap on an angle steel tower, including a pile 5 and the aforementioned formwork device. A template 7 for pouring the protective cap 6 is erected at the upper end of the pile 5. Anchor bolts 51 are provided in the pile 5, extending to the outer side of the top of the pile 5 and located inside the template 7. The clamp 1 of the formwork device is fitted onto the outside of the pile 5. The template 7 is placed in the formwork cavity 34. The limiting plate 43 on the adjusting rod 4 abuts against and limits the template 7. The template 7 is a square-shaped wooden mold. After the construction device for the protective cap on the angle steel tower is completed, concrete is poured into the template 7, finally forming the desired shape. Figure 8 The protective cap 6 shown has an angle steel tower foot 8 extending from the sloping surface at the top of the protective cap 6.
[0037] After the protective cap 6 is installed, reverse the screw 42 to retract the limiting plate 43 and release its contact with the formwork 7. Remove the bolts connected to the frame 3 and the bolts connected to the clamp 1, and remove the formwork support from the pile 5. Then dismantle the formwork 7. Construction is complete.
[0038] This utility model utilizes a clamp, a vertical limiting column, a frame, and an adjusting rod that are compatible with the pile to achieve a firm fixation of the template.
[0039] The above description is merely an embodiment of this utility model and does not limit the patent scope of this utility model. Any equivalent structural or procedural transformations made based on the content of this utility model specification and drawings, or direct or indirect applications in other related technical fields, are similarly included within the patent protection scope of this utility model.
Claims
1. A formwork support device, characterized in that, The device includes a clamp (1), a limiting post (2), a frame (3), and an adjusting rod (4). The limiting post (2) is vertically connected to the clamp (1). At least one set of the limiting posts (2) is arranged diagonally on the clamp (1). The frame (3) is engaged between the at least one set of clamps (1). A support cavity (34) is formed in the frame (3). The adjusting rod (4) is arranged around the support cavity (34). The adjusting rod (4) is connected to the frame (3) and can extend and retract into the support cavity (34).
2. The formwork support device according to claim 1, characterized in that, The frame (3) is a rectangular frame, and the limiting posts (2) are arranged in two sets diagonally.
3. The formwork support device according to claim 1, characterized in that, The limiting post (2) includes a first plate (21) and a second plate (22) that are vertically connected, and the lower ends of the first plate (21) and the second plate (22) are connected to the outer surface of the clamp (1).
4. The formwork support device according to claim 1, characterized in that, The frame (3) is provided with a screw hole (33), and the adjusting rod (4) is threadedly connected to the screw hole (33).
5. The formwork support device according to claim 4, characterized in that, The adjusting rod (4) includes a handle (41), a screw (42) and a limiting plate (43) connected in sequence. The screw (42) is connected to the screw hole (33), and the limiting plate (43) is located in the support cavity (34).
6. The formwork support device according to claim 1, characterized in that, The frame (3) includes at least two horizontal frames (31) spaced apart vertically, and a connecting column (32) connecting each pair of horizontal frames (31). Each horizontal frame (31) is provided with a plurality of adjusting rods (4), which are distributed around the horizontal frame (31).
7. The formwork support device according to claim 1, characterized in that, The clamp (1) is a structure of two semicircles joined together, and the two semicircles are connected by bolts.
8. The formwork support device according to claim 1, characterized in that, The frame (3) is a structure of two half-frames joined together, and the two half-frames are connected by bolts.
9. A construction device for a protective cap on an angle steel tower, comprising a pile (5), wherein a template (7) for casting a protective cap (6) is erected at the upper end of the pile (5), and an anchor bolt (51) is provided in the pile (5), the anchor bolt (51) extending to the outer side of the top of the pile (5) and located inside the template (7), characterized in that, It also includes a formwork support device as described in any one of claims 1-8, wherein the clamp (1) of the formwork support device is fitted onto the outside of the pile (5), the template (7) is placed in the formwork cavity (34), and the adjusting rod (4) abuts against and limits the template (7).