Steel-wood combined template for anchor head of anchor cable
By using anchor cable anchor head steel and wood in the anchor head form, the problems of insufficient stiffness of traditional templates and improper fixation of anchor pads are solved, and higher stiffness and stability are achieved, extending service life and improving project quality.
Patent Information
- Application Number
- CN202421351865.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-13
- Publication Date
- 2025-03-28
- Estimated Expiration
- 2034-06-13
AI Technical Summary
Due to insufficient stiffness and improper fixing methods of the anchor head plate, traditional anchor head size deviation, corner damage, anchor pad plate offset and slurry intake, seriously affecting the project quality and construction progress.
The anchor cable anchor head steel and wood combination formwork is adopted. By designing through holes and anchor pads on the front panel, and fixing the front panel and anchor pads with the first bolts, the sealing steel plate and reinforcement components in the preset groove are added to enhance local strength and sealing function.
It improves the stiffness and stability of the anchor head template, extends the service life, reduces problems such as anchor head size deviation and anchor pad offset, and improves project quality and construction efficiency.
Smart Images
Figure CN222686128U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of building construction formwork, and in particular to a steel-wood combined formwork for an anchor cable and anchor head. Background Art
[0002] During the construction process, the accurate setting of anchor head formwork and lattice beam formwork is crucial to ensure project quality and construction efficiency.
[0003] Traditional anchor formwork mostly uses wooden formwork. However, due to the insufficient rigidity of wooden formwork and the fact that the anchor plate is often simply tied to the formwork with wire, a series of problems often occur after the formwork is removed, such as anchor head size deviation, corner damage, anchor plate offset and slurry ingress, etc. These problems seriously affect the project quality and construction progress and do not meet production requirements. Summary of the invention
[0004] In order to improve the rigidity and durability of the anchor head formwork, the present application provides an anchor cable anchor head steel-wood combined formwork.
[0005] The present application provides a steel-wood combined formwork for an anchor cable anchor head, which adopts the following technical solution:
[0006] A steel-wood combined formwork for an anchor cable and an anchor head, comprising a front panel and a side panel, wherein the front panel is provided with a through hole for passing a steel cable, an anchor pad is arranged on the bottom surface of the front panel, a first connecting hole is arranged on the outside of the front panel close to the through hole, a first bolt is arranged in the first connecting hole, the front panel and the anchor pad are fixed by the first bolt, a preset groove is arranged on the front panel, a blocking steel plate is arranged in the preset groove, a reinforcement assembly is arranged on the front panel, and the blocking steel plate is fixed in the preset groove by the reinforcement assembly, and there are two side panels, and the two side panels are symmetrically arranged along the length center line of the front panel.
[0007] By adopting the above technical solution, the through-hole design of the front panel allows the steel cable to pass through smoothly, so as to facilitate the installation and fixation of the anchor cable. At the same time, the anchor plate is arranged on the bottom surface of the front panel, which can further enhance the stability of the structure. Under the action of the first bolt, the front panel and the anchor plate are firmly connected. In addition, the design of the sealing steel plate and the reinforcement component in the preset groove not only enhances the local strength of the front panel, but also provides a convenient sealing function. The operator can adjust the size of the through hole according to actual conditions to adapt to steel cables of different numbers or sizes. The symmetrical arrangement of the two side panels along the center line of the length of the front panel ensures the balance and stability of the overall structure. Compared with the anchor head template in the prior art, the anchor head template of the present application has stronger rigidity, better stability and longer service life.
[0008] Preferably, the thickness of the front panel and the side panel is 4 mm.
[0009] By adopting the above technical solution, the thickness of the front panel and the side panel is set to 4mm, which not only ensures sufficient strength of the formwork, but also achieves optimal use of materials. This thickness design not only reduces the overall weight of the formwork, facilitates handling and installation, but also ensures that deformation or damage caused by excessively thin materials will not occur during use.
[0010] Preferably, the wooden template is placed at the bottom of the front panel, the outer side wall of the side panel is provided with a fixed angle steel, the fixed angle steel is provided with a plurality of iron nails, and the side panel is fixed to the wooden template by the iron nails.
[0011] By adopting the above technical solution, the wooden formwork is used in conjunction with the front panel, which enhances the fit and support between the formwork and the foundation structure. At the same time, the reinforcement method of fixing the angle steel and iron nails on the outer wall of the side panel enables the side panel to be firmly fixed on the wooden formwork, forming a stable overall structure, which helps to improve the load-bearing capacity of the formwork and ensure safety during construction.
[0012] Preferably, the connection area between the front panel and the side panel is fully welded.
[0013] By adopting the above technical solution, the connection area of the front panel and the side panel is fully welded, which greatly improves the connection strength between the two, makes the weld as strong as the plate, effectively reduces structural failure caused by weld cracking during use, and helps to ensure the integrity of the formwork structure and long-term stability.
[0014] Preferably, the through hole is a rectangular hole, and its position corresponds to the position where the steel cable passes through.
[0015] By adopting the above technical solution, the through hole is designed to be rectangular, which not only provides a larger space to accommodate steel cables of different sizes and shapes, allowing the steel cables to pass through accurately and smoothly, but also the position of the rectangular hole corresponds to the position where the steel cable passes through, which helps to further ensure the rationality of the structure and the convenience of use.
[0016] Preferably, the reinforcement assembly includes: a second connecting hole opened on the front panel; a reinforcing angle steel arranged on the top surface of the front panel; and a second bolt arranged in the second connecting hole, wherein the sealing steel plate is placed in the preset groove and is welded and fixed to the reinforcing angle steel, and after the second bolt passes through the second connecting hole, the reinforcing angle steel is fixed to the top surface of the front panel.
[0017] By adopting the above technical solution, under the action of the reinforcement component, the connection stability between the front panel and the blocking steel plate is significantly enhanced. Through the cooperation of the second connecting hole and the second bolt, the reinforcement angle steel can be firmly fixed on the top surface of the front panel, thereby providing solid support for the blocking steel plate, which can reduce the loosening or displacement of the blocking steel plate, and help to improve the bearing capacity and durability of the overall structure.
[0018] Preferably, there are at least two second bolts, and the number of the second connecting holes is consistent with that of the second bolts, and they are equally distributed at both ends of the reinforcing angle steel.
[0019] By adopting the above-mentioned technical solution, the present application adopts at least two second bolts and ensures that their number is consistent with the second connecting holes, so that the reinforced angle steel can obtain uniform fixing force at both ends, which helps to reduce stress concentration or instability caused by single-point fixation, and enables the reinforced angle steel to play an effective role throughout the entire length to enhance the stability and deformation resistance of the overall structure.
[0020] Preferably, there is at least one reinforcement component, and a plurality of the reinforcement components are distributed in parallel and at intervals along the length direction of the reinforcement angle steel.
[0021] By adopting the above technical solution, with the cooperation of multiple reinforcement components, a continuous and uniform reinforcement effect is formed, which improves the local strength of the front panel to a certain extent and can provide stable support over the entire length. At the same time, the synergistic effect of multiple reinforcement components enables the overall structure to disperse stress more evenly when subjected to external forces, thereby improving the overall stability and safety of the structure.
[0022] In summary, the present application includes at least one of the following beneficial technical effects:
[0023] 1. The through-hole design of the front panel allows the steel cable to pass through smoothly, so as to facilitate the installation and fixation of the anchor cable. At the same time, the anchor pad is arranged on the bottom surface of the front panel, which can further enhance the stability of the structure. Under the action of the first bolt, the front panel and the anchor pad are firmly connected. In addition, the design of the blocking steel plate and the reinforcement component in the preset groove not only enhances the local strength of the front panel, but also provides a convenient blocking function. The operator can adjust the size of the through hole according to the actual situation to adapt to steel cables of different numbers or sizes. The symmetrical arrangement of the two side panels along the length center line of the front panel ensures the balance and stability of the overall structure. Compared with the anchor head template of the prior art, the anchor head template of the present application has stronger rigidity, better stability and longer service life;
[0024] 2. Under the action of the reinforcement component, the connection stability between the front panel and the blocking steel plate is significantly enhanced. Through the cooperation of the second connection hole and the second bolt, the reinforcement angle steel can be firmly fixed on the top surface of the front panel, thereby providing solid support for the blocking steel plate, which can reduce the loosening or displacement of the blocking steel plate and help improve the bearing capacity and durability of the overall structure. BRIEF DESCRIPTION OF THE DRAWINGS
[0025] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present application.
[0026] Figure 2 It is a schematic diagram of the coordination of the front panel, side panel and blocking steel plate in the embodiment of the present application.
[0027] Explanation of the accompanying drawings: 1. Front panel; 2. Side panel; 3. Anchor plate; 41. First connecting hole; 42. Second connecting hole; 43. Preset groove; 44. Through hole; 45. Steel cable; 5. Sealing steel plate; 6. Reinforcing angle steel; 7. Wooden formwork; 8. Fixed angle steel. DETAILED DESCRIPTION
[0028] The following is combined with Figure 1-2 This application is described in further detail.
[0029] The embodiment of the present application discloses a steel-wood combined formwork for an anchor cable and an anchor head.
[0030] Reference Figure 1 , an anchor cable anchor head steel-wood combination template, including a front panel 1, the front panel 1 is a rectangular plate, the front panel 1 is penetrated by a through hole 44, the through hole 44 is a rectangular hole, and its position corresponds to the position where the steel cable 45 passes through. In the present application, the through hole 44 is designed to be rectangular rather than circular or other special shapes. The rectangular hole can provide a larger space to accommodate steel cables 45 of different sizes and shapes, so that the steel cables 45 can pass through accurately and smoothly, which helps to improve the rationality of the structure and the convenience of use.
[0031] Furthermore, an anchor plate 3 is provided on the bottom surface of the front panel 1, and a first connecting hole 41 is provided on the outside of the front panel 1 near the through hole 44. There are four first connecting holes 41, which are respectively provided on the outside of the four corners of the through hole 44. A first bolt is provided in the first connecting hole 41, and the front panel 1 and the anchor plate 3 are fixed by the first bolt.
[0032] Reference Figure 1 and Figure 2A preset groove 43 is provided on the front panel 1, and the width dimension of the preset groove 43 is consistent with the width dimension of the through hole 44, and the preset groove 43 is set to pass through the through hole 44 to the outside, and a blocking steel plate 5 is provided in the preset groove 43. A reinforcement component is provided on the front panel 1, and the blocking steel plate 5 is fixed in the preset groove 43 through the reinforcement component.
[0033] Specifically, the reinforcement component includes a reinforcing angle steel 6 and a second bolt, wherein a second connecting hole 42 is opened on the front panel 1, the reinforcing angle steel 6 is arranged on the top surface of the front panel 1, and the second bolt is arranged in the second connecting hole 42. When used, the blocking steel plate 5 is first completely placed in the preset groove 43 so that the top surface of the blocking steel plate 5 is flush with the top surface of the front panel 1, and then the reinforcing angle steel 6 is placed on the top surfaces of the front panel 1 and the blocking steel plate 5 at the same time, and the blocking steel plate 5 and the reinforcing angle steel 6 are welded and fixed. After the second bolt passes through the second connecting hole 42, the reinforcing angle steel 6 is fixed to the top surface of the front panel 1.
[0034] Under the action of the reinforcement assembly, the connection stability between the front panel 1 and the blocking steel plate 5 is significantly enhanced. Through the cooperation of the second connecting hole 42 and the second bolt, the reinforcement angle steel 6 can be firmly fixed on the top surface of the front panel 1, thereby providing solid support for the blocking steel plate 5, which can reduce the loosening or displacement of the blocking steel plate 5, and help to improve the bearing capacity and durability of the overall structure.
[0035] More specifically, there are at least two second bolts, the number of second connecting holes 42 is consistent with that of the second bolts, and they are equally distributed at both ends of the reinforcing angle steel 6. In the present application, at least two second bolts are used, and their number is ensured to be consistent with the second connecting holes 42, so that the reinforcing angle steel 6 can obtain uniform fixing force at both ends, which helps to reduce stress concentration or instability caused by single-point fixing, so that the reinforcing angle steel 6 can play an effective role throughout the entire length to enhance the stability and deformation resistance of the overall structure.
[0036] In addition, there is at least one reinforcement component, and multiple reinforcement components are spaced and distributed in parallel along the length direction of the reinforcement angle steel 6. Under the cooperation of multiple reinforcement components, a continuous and uniform reinforcement effect is formed, which improves the local strength of the front panel 1 to a certain extent and can provide stable support over the entire length. At the same time, the synergistic effect of multiple reinforcement components enables the overall structure to disperse stress more evenly when subjected to external force, thereby improving the overall stability and safety of the structure.
[0037] Reference Figure 1 and Figure 2The anchor cable anchor head steel-wood combined formwork of the present application also includes a side panel 2. There are two side panels 2. The side surfaces of the side panels 2 are obtuse triangles. The thickness of the front panel 1 and the side panel 2 are both 4 mm. The two side panels 2 are symmetrically arranged along the length center line of the front panel 1, and the connection area of the front panel 1 and the side panel 2 is fully welded, thereby greatly improving the connection strength between the two, so that the weld is as strong as the plate, effectively reducing the structural failure caused by weld cracking during use, and helping to ensure the integrity of the formwork structure and the stability of long-term use.
[0038] Such a setting not only ensures sufficient strength of the formwork, but also achieves optimal use of materials. This thickness design not only reduces the overall weight of the formwork, facilitating transportation and installation, but also ensures that deformation or damage will not occur during use due to excessively thin materials.
[0039] In this application, reference is made to Figure 1 The wooden formwork 7 is placed at the bottom of the front panel 1, and the outer wall of the side panel 2 is provided with a fixed angle steel 8, and a plurality of iron nails are provided on the fixed angle steel 8, and the side panel 2 is fixed to the wooden formwork 7 by the iron nails. The wooden formwork 7 is used in conjunction with the front panel 1 to enhance the fit and support between the formwork and the foundation structure. At the same time, the fixed angle steel 8 and the iron nail reinforcement method of the outer wall of the side panel 2 enable the side panel 2 to be firmly fixed to the wooden formwork 7, forming a stable overall structure, which helps to improve the load-bearing capacity of the formwork and ensure safety during construction.
[0040] The above are all preferred embodiments of the present application. The embodiments are only explanations of the present application and are not intended to limit the protection scope of the present application. Therefore, all equivalent changes made based on the structure, shape, and principle of the present application should be included in the protection scope of the present application.
Claims
1. An anchor cable anchor head steel-wood combined formwork, characterized in that: The invention comprises a front panel (1) and a side panel (2), wherein the front panel (1) is provided with a through hole (44) for passing a steel cable (45), an anchor plate (3) is arranged on the bottom surface of the front panel (1), a first connection hole (41) is arranged on the outside of the front panel (1) near the through hole (44), a first bolt is arranged in the first connection hole (41), the front panel (1) and the anchor plate (3) are fixed by the first bolt, a preset groove (43) is arranged on the front panel (1), a blocking steel plate (5) is arranged in the preset groove (43), a reinforcement component is arranged on the front panel (1), and the blocking steel plate (5) is fixed in the preset groove (43) by the reinforcement component, and there are two side panels (2), and the two side panels (2) are symmetrically arranged along the length center line of the front panel (1).
2. The anchor cable anchor head steel-wood combined formwork according to claim 1, characterized in that: The thickness of the front panel (1) and the side panel (2) are both 4 mm.
3. The anchor cable anchor head steel-wood combined formwork according to claim 1, characterized in that: A wooden template (7) is placed at the bottom of the front panel (1), and a fixed angle steel (8) is provided on the outer side wall of the side panel (2). A plurality of iron nails are provided on the fixed angle steel (8), and the side panel (2) is fixed to the wooden template (7) by the iron nails.
4. The anchor cable anchor head steel-wood combined formwork according to any one of claims 1 to 3, characterized in that: The connection area between the front panel (1) and the side panel (2) is fully welded.
5. The anchor cable anchor head steel-wood combined formwork according to any one of claims 1 to 3, characterized in that: The through hole (44) is a rectangular hole, and its position corresponds to the position where the steel cable (45) passes through.
6. The steel-wood combined formwork for anchor cable and anchor head according to any one of claims 1 to 3, characterized in that: The reinforcement assembly comprises: a second connection hole (42) formed on the front panel (1); a reinforcement angle steel (6) arranged on the top surface of the front panel (1); and a second bolt arranged in the second connection hole (42), wherein the blocking steel plate (5) is placed in the preset groove (43) and is fixed to the reinforcement angle steel (6) by welding, and after the second bolt passes through the second connection hole (42), the reinforcement angle steel (6) is fixed to the top surface of the front panel (1).
7. The anchor cable anchor head steel-wood combined formwork according to claim 6, characterized in that: There are at least two second bolts, and the number of the second connection holes (42) is consistent with that of the second bolts, and they are equally distributed at both ends of the reinforcing angle steel (6).
8. The anchor cable anchor head steel-wood combined formwork according to claim 6, characterized in that: There is at least one reinforcement component, and a plurality of reinforcement components are distributed in parallel and at intervals along the length direction of the reinforcement angle steel (6).