A kind of interlayer beam formwork system and construction method
The aluminum alloy formwork and support system solves the construction problem of mezzanine beams, realizing a simple and quick formwork method that is suitable for the construction of mezzanine beams in multi-story buildings and bridge structures, and has efficient forming effect and safety.
Patent Information
- Application Number
- CN202411875061.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-19
- Publication Date
- 2025-11-11
- Estimated Expiration
- 2044-12-19
AI Technical Summary
Existing technologies are difficult to effectively support and fix when constructing interlayer beams, resulting in high construction difficulty. Furthermore, traditional formwork methods cannot adapt to the characteristics of large gaps between two layers of beams and the absence of structural slabs on both sides of the structural beams.
The system uses aluminum alloy formwork and support system, including support poles, lifting poles, I-beams and other components. Through threaded connections and positioning frames, it achieves simple and quick formwork support, and is suitable for the construction of mezzanine beams of different heights and widths.
It achieves simple and quick formwork erection, low material consumption, convenient dismantling, environmental protection, construction safety, and good forming effect, and is suitable for the construction of diaphragm beams in multi-story buildings and bridge structures.
Smart Images

Figure CN119664096B_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the field of civil engineering technology, specifically to a formwork system and construction method for a multi-layer beam. Background Technology
[0002] A mezzanine beam (also known as a floor joist or intermediate beam) is a structural component commonly used in multi-story buildings, bridges, and industrial plants. Located between floors or different levels of a structure, it serves as a connection and support, effectively transferring loads and enhancing the overall stiffness and stability of the structure. The design and construction of mezzanine beams are crucial in the construction process, directly impacting the safety and durability of the building.
[0003] During the construction of the project, when constructing the cast-in-place concrete structure, interlayer beams may be encountered. These beams are characterized by a large gap between the two layers of beams, with no structural slabs on both sides of the beams, making them relatively independent. Conventional formwork methods cannot be used for construction, resulting in significant construction difficulties.
[0004] Therefore, this invention proposes a formwork support system and construction method for interlayer beams to solve the above problems. Summary of the Invention
[0005] The purpose of this invention is to provide a formwork support system and construction method for a diaphragm beam to solve the problems mentioned in the background art.
[0006] To achieve the above objectives, the present invention provides the following technical solution: a partition beam formwork system, the partition beam formwork system comprising: beam side formwork, the beam side formwork comprising: aluminum alloy formwork, the side of the aluminum alloy formwork having a movable opening, a movable plate being provided in the movable opening, a positioning frame being provided on the surface of the movable plate, and a pull tab being provided on the surface of the aluminum alloy formwork;
[0007] The support system includes: a support pole with threads on its surface, a lifting rod screwed onto the threads, an installation plate at one end of the support pole, an I-beam connected to the installation plate by bolts, and the end face of the I-beam fixed to the side of the wall by limit bolts. A concrete beam is installed on the side of the wall.
[0008] Preferably, the concrete beam is provided with a threaded pipe during pouring. Multiple sets of threaded pipes are arranged linearly at equal intervals about the surface of the concrete beam, and the concrete beam is poured between the walls of two floors.
[0009] Preferably, the bottom of the lifting rod is provided with a limit bearing, the surface of the limit bearing is provided with a positioning nut, the bottom of the positioning nut is provided with a positioning screw, the positioning screw can be screwed into the threaded tube, the positioning screw can be rotated by the positioning nut, the surface of the lifting rod is fitted with a rotating nut, and the end face of the lifting rod is provided with a threaded groove.
[0010] Preferably, the surface of the I-beam is provided with pull rings, and there are two sets of pull rings. The two sets of pull rings are symmetrically distributed about the center line of the long side of the I-beam. The mounting plate can be fixedly connected to the upper and lower surfaces of the I-beam with bolts.
[0011] Preferably, the support pole can be threaded into a threaded groove, with a limit nut threaded onto the thread, and the mounting plate is fixedly connected to the end face of the support pole. The limit nut can rotate up and down along the thread.
[0012] Preferably, the bottom of the aluminum alloy template is provided with a placement groove, and a second threaded tube is provided in the placement groove. One end of the positioning screw can be screwed into the second threaded tube. A limit port is provided at the bottom of the moving port. Multiple sets of moving ports are provided, and the multiple sets of moving ports are arranged linearly at equal intervals with respect to the side of the aluminum alloy template.
[0013] Preferably, the movable plate has a square plate structure and can be displaced within the movable opening. A limit screw is provided at the bottom of the movable plate, and a fixing nut is screwed onto the surface of the limit screw. The positioning frame is fixedly connected to the end face of the movable plate. Two sets of positioning frames are provided, and the two sets of positioning frames are symmetrically distributed about the pull plate.
[0014] Preferably, the pull tabs are provided in multiple sets, and the multiple sets of pull tabs are arranged linearly at equal intervals about the aluminum alloy template. The surface of the pull tabs is provided with positioning angle steel, which can be fixed to other structures by mounting bolts. There are two sets of positioning angle steel, and both sets of positioning angle steel are fixed to the surface of the pull tabs.
[0015] A construction method for a formwork system for a mezzanine beam includes the following steps:
[0016] S1: Construction preparation: First, pour the concrete beam. After the pouring is completed, fix the I-beam with bolts.
[0017] S2: Support system installation: Install support poles according to the layout and positioning, so that the support poles and lifting rods work together to support the bottom of the I-beam and the bottom of the aluminum alloy formwork;
[0018] S3: Install beam side formwork: Reinforce the beam side formwork with tie rods and positioning frames. After installation, use positioning angle steel to fix it to the surrounding formwork system to ensure the stability of the beam side formwork.
[0019] S4: Formwork Removal and Curing: After the concrete reaches a certain strength, the formwork at the bottom and sides of the beam is removed, while the bottom uprights are retained for curing the concrete beam.
[0020] S5: Subsequent construction: When constructing the next concrete beam, remove the supporting poles and I-beams, hoist them to the upper structure, and repeat the construction steps.
[0021] Compared with the prior art, the beneficial effects of the present invention are:
[0022] This invention proposes a formwork support system and construction method for mezzanine beams. In use, the system comprises a support system, I-beams, and beam side formwork. The formwork support system uses standardized aluminum alloy formwork, with independent support poles at the bottom and temporary I-beam supports at the mezzanine floor locations. This support system features simple and quick formwork support, small space requirements, low material consumption, easy dismantling, environmental friendliness, safe construction, and good structural forming effect. Attached Figure Description
[0023] Figure 1 This is a schematic diagram of the device of the present invention;
[0024] Figure 2 This is a schematic diagram of the structure of the device of the present invention when tilted;
[0025] Figure 3 This is a schematic diagram of the aluminum alloy template structure of the present invention;
[0026] Figure 4 for Figure 3 Enlarged structural diagram at point A in the middle;
[0027] Figure 5 This is a partial cross-sectional view of the structure of the present invention;
[0028] Figure 6 for Figure 5 Enlarged structural diagram at point B;
[0029] Figure 7 for Figure 5 Enlarged structural diagram at point C;
[0030] Figure 8 This is a schematic diagram of the structural support pole of the present invention.
[0031] In the diagram: 1. Aluminum alloy template; 2. Movable opening; 3. Movable plate; 4. Positioning frame; 5. Pull tab; 6. Support pole; 7. Thread; 8. Lifting rod; 9. Mounting plate; 10. I-beam; 11. Wall; 12. Concrete beam; 13. Threaded pipe; 14. Limit bearing; 15. Positioning nut; 16. Positioning screw; 17. Rotating nut; 18. Threaded groove; 19. Pull ring; 20. Limiting nut; 21. Placement groove; 22. Second threaded pipe; 23. Limiting opening; 24. Limiting screw; 25. Fixing nut; 26. Positioning angle steel. Detailed Implementation
[0032] To make the objectives, technical solutions, and advantages of the present invention clear and complete, the embodiments of the present invention will be further described in detail below with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are only some, not all, embodiments of the present invention, and are merely illustrative of the embodiments of the present invention. They are not intended to limit the embodiments of the present invention. All other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.
[0033] In the description of this invention, it should be noted that the terms "center," "middle," "upper," "lower," "left," "right," "inner," "outer," "top," "bottom," "side," "vertical," and "horizontal," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing the invention and for simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on the invention. Furthermore, the terms "a," "first," "second," "third," "fourth," "fifth," and "sixth" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.
[0034] In the description of this invention, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "linking" 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 invention based on the specific circumstances.
[0035] For purposes of simplicity and illustration, the principles of the embodiments are described primarily by way of example. In the following description, numerous specific details are set forth to provide a thorough understanding of the embodiments. However, it will be apparent to those skilled in the art that these embodiments may not be limited to these specific details in practice. In some instances, well-known methods and structures have not been described in detail to avoid unnecessarily obscuring these embodiments. Furthermore, all embodiments can be used in combination with each other.
[0036] Example 1
[0037] Please see Figures 1 to 8 The present invention provides a technical solution: a partition beam formwork system, the partition beam formwork system includes: beam side formwork, the beam side formwork includes: aluminum alloy formwork 1, the side of the aluminum alloy formwork 1 is provided with a movable opening 2, a movable plate 3 is provided in the movable opening 2, a positioning frame 4 is provided on the surface of the movable plate 3, and a pull tab 5 is provided on the surface of the aluminum alloy formwork 1.
[0038] The support system includes: a support pole 6, the surface of the support pole 6 is threaded with a thread 7, a lifting rod 8 is screwed onto the thread 7, a mounting plate 9 is provided at one end of the support pole 6, an I-beam 10 is connected to the mounting plate 9 by bolts, the end face of the I-beam 10 is fixed to the side of the wall 11 by limit bolts, and a concrete beam 12 is provided on the side of the wall 11.
[0039] Through the support system, I-beams 10, beam side formwork and other structures, this formwork system adopts a fixed aluminum alloy formwork 1, the lower support is independently supported by support poles 6, and temporary support is set at the floor level with I-beams 10. This support system has the characteristics of simple and quick formwork, small space required for the frame, small material consumption, easy dismantling, environmental protection, construction safety and good structural forming effect.
[0040] Example 2
[0041] Based on Embodiment 1, in order to facilitate the connection between the I-beam 10 and the aluminum alloy template 1, a support pole 6 and a lifting pole 8 are provided. During the pouring of the concrete beam 12, a threaded pipe 13 is provided inside. Multiple sets of threaded pipes 13 are provided, and the multiple sets of threaded pipes 13 are arranged linearly at equal intervals about the surface of the concrete beam 12. The concrete beam 12 is poured between the walls 11 of the two floors. A limit bearing 14 is provided at the bottom of the lifting pole 8. A positioning nut 15 is provided on the surface of the limit bearing 14. A positioning screw 16 is provided at the bottom of the positioning nut 15. The positioning screw 16 can be screwed into the threaded pipe 13. The positioning screw 16 can be rotated through the positioning nut 15. A rotating nut 17 is sleeved on the surface of the lifting pole 8. A threaded groove 18 is opened on the end face of the lifting pole 8.
[0042] In use, the positioning screw 16 can be rotated by the positioning nut 15, so that the positioning screw 16 can be easily screwed into the threaded tube 13 and the second threaded tube 22. The setting of the limit bearing 14 can prevent the lifting rod 8 from rotating when the positioning screw 16 is rotated. Thus, the lifting rod 8 and the support column 6 can cooperate to support the bottom of the I-beam 10 and the aluminum alloy template 1. The setting of the threaded tube 13 and the second threaded tube 22 can be easily connected to the support column 6.
[0043] To facilitate adjustment of the support pole 6 and the lifting pole 8, a threaded groove 18 is provided. The support pole 6 can be screwed into the threaded groove 18 using a thread 7. A limit nut 20 is screwed onto the thread 7. The mounting plate 9 is fixedly connected to the end face of the support pole 6. The limit nut 20 can rotate up and down along the thread 7. The surface of the I-beam 10 is provided with a pull ring 19. There are two sets of pull rings 19, which are symmetrically distributed about the center line of the long side of the side of the I-beam 10. The mounting plate 9 can be fixedly connected to the upper and lower surfaces of the I-beam 10 using bolts.
[0044] During use, the height of the support pole 6 and the lifting rod 8 can be adjusted by the screw displacement of the support pole 6 in the threaded groove 18, which facilitates the support of I-beams 10 and aluminum alloy templates 1 of different heights. The setting of the limit nut 20 can increase the stability of the support pole 6 and avoid the problem of one end of the support pole 6 moving down in the threaded groove 18 due to excessive pressure on the thread 7 and the threaded groove 18. The setting of the pull ring 19 also facilitates the hoisting of the I-beam 10.
[0045] Example 3
[0046] Based on Embodiment 2, a movable plate 3 is provided to facilitate the installation of pull tabs 5 of different widths. A placement groove 21 is provided at the bottom of the aluminum alloy template 1, and a second threaded tube 22 is installed within the placement groove 21. One end of the positioning screw 16 can be screwed into the second threaded tube 22. A limiting port 23 is provided at the bottom of the movable port 2. Multiple sets of movable ports 2 are provided, and these sets are arranged linearly and equidistantly on the side of the aluminum alloy template 1. The movable plate 3 has a square plate-like structure and can be displaced within the movable port 2. The bottom of the movable plate 3... The part is provided with a limit screw 24, and a fixing nut 25 is screwed onto the surface of the limit screw 24. The positioning frame 4 is fixedly connected to the end face of the moving plate 3. There are two sets of positioning frames 4, which are symmetrically distributed about the pull plate 5. There are multiple sets of pull plates 5, which are linearly arranged at equal intervals about the aluminum alloy template 1. The surface of the pull plate 5 is provided with positioning angle steel 26. The positioning angle steel 26 can be fixed to other structures by mounting bolts. There are two sets of positioning angle steel 26, and both sets of positioning angle steel 26 are fixed to the surface of the pull plate 5.
[0047] In use, the fixing nut 25 can be loosened first, allowing the movable plate 3 to move within the movable opening 2. This allows for adjustment of the spacing between the two sets of positioning frames 4, facilitating the fixing and installation of pull tabs 5 of different widths. Then, the fixing nut 25 can be tightened to fix the movable plate 3. The setting of the limiting opening 23 also prevents the movable plate 3 from detaching from the movable opening 2. The setting of the positioning angle steel 26 allows for fixed connection with the surrounding formwork system, ensuring the stability of the beam side formwork.
[0048] A construction method for a formwork system for a mezzanine beam includes the following steps:
[0049] S1: Construction preparation: First, pour concrete beam 12. After pouring, fix I-beam 10 with bolts.
[0050] S2: Support system installation: Install support poles 6 according to the layout and positioning, so that the support poles 6 and the lifting poles 8 cooperate to support the bottom of the I-beam 10 and the bottom of the aluminum alloy formwork 1;
[0051] S3: Install beam side formwork: Use tie rods 5 and positioning frames 4 to reinforce the beam side formwork. After installation, use positioning angle steel 26 to fix it to the surrounding formwork system to ensure the stability of the beam side formwork.
[0052] S4: Formwork Removal and Curing: After the concrete reaches a certain strength, the formwork at the bottom and sides of the beam is removed, while the bottom uprights are retained, and the concrete beam 12 is cured.
[0053] S5: Subsequent construction: When constructing the next concrete beam 12, remove the supporting poles 6 and the I-beams 10, hoist them to the upper structure, and repeat the construction steps.
[0054] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A formwork support system for a multi-level beam, characterized in that: The aforementioned formwork system for a mezzanine beam includes: a beam side formwork, which includes: an aluminum alloy formwork (1), a movable opening (2) on the side of the aluminum alloy formwork (1), a movable plate (3) inside the movable opening (2), a positioning frame (4) on the surface of the movable plate (3), and a pull tab (5) on the surface of the aluminum alloy formwork (1). The support system consists of two sets, which work together to support the uprights (6) and the lifting rods (8) to support the bottom of the I-beam (10) and the bottom of the aluminum alloy template (1). The support system includes: a support pole (6), the support pole (6) has a thread (7) on its surface, a lifting rod (8) is screwed onto the thread (7), a mounting plate (9) is provided at one end of the support pole (6), an I-beam (10) is connected to the mounting plate (9) by bolts, the end face of the I-beam (10) is fixed to the side of the wall (11) by limiting bolts, and a concrete beam (12) is provided on the side of the wall (11). The concrete beam (12) is provided with a threaded pipe (13) during the pouring process. There are multiple sets of threaded pipes (13), and the multiple sets of threaded pipes (13) are arranged linearly at equal intervals about the surface of the concrete beam (12). The concrete beam (12) is poured between the walls (11) of the two floors. The lifting rod (8) is provided with a limit bearing (14) at the bottom, and a positioning nut (15) is provided on the surface of the limit bearing (14). A positioning screw (16) is provided at the bottom of the positioning nut (15). The positioning screw (16) can be screwed into the threaded tube (13). The positioning screw (16) can be rotated by the positioning nut (15). A rotating nut (17) is sleeved on the surface of the lifting rod (8). A threaded groove (18) is opened on the end face of the lifting rod (8). The aluminum alloy template (1) has a placement groove (21) at the bottom, and a second threaded tube (22) is provided in the placement groove (21). One end of the positioning screw (16) can be screwed into the second threaded tube (22). The bottom of the moving port (2) has a limit port (23). There are multiple sets of moving ports (2), and the multiple sets of moving ports (2) are arranged linearly at equal intervals on the side of the aluminum alloy template (1).
2. The formwork system for a mezzanine beam according to claim 1, characterized in that: The surface of the I-beam (10) is provided with pull rings (19), and there are two sets of pull rings (19). The two sets of pull rings (19) are symmetrically distributed about the center line of the long side of the side of the I-beam (10). The mounting plate (9) can be fixedly connected to the upper and lower surfaces of the I-beam (10) by bolts.
3. The formwork system for a mezzanine beam according to claim 1, characterized in that: The support pole (6) can be screwed into the threaded groove (18) by the thread (7), and a limit nut (20) is screwed onto the thread (7). The mounting plate (9) is fixedly connected to the end face of the support pole (6), and the limit nut (20) can rotate up and down along the thread (7).
4. The formwork system for a mezzanine beam according to claim 1, characterized in that: The movable plate (3) has a square plate structure. The movable plate (3) can be displaced within the movable opening (2). A limiting screw (24) is provided at the bottom of the movable plate (3). A fixing nut (25) is screwed onto the surface of the limiting screw (24). The positioning frame (4) is fixedly connected to the end face of the movable plate (3). There are two sets of positioning frames (4). The two sets of positioning frames (4) are symmetrically distributed about the pull plate (5).
5. The formwork system for a mezzanine beam according to claim 1, characterized in that: The pull tab (5) is provided in multiple sets, and the multiple sets of pull tabs (5) are arranged linearly at equal intervals with respect to the aluminum alloy template (1). The surface of the pull tab (5) is provided with positioning angle steel (26), and the positioning angle steel (26) can be fixed to other structures by mounting bolts. There are two sets of positioning angle steel (26), and both sets of positioning angle steel (26) are fixed to the surface of the pull tab (5).
6. A construction method for a formwork system for a mezzanine beam according to any one of claims 1-5, characterized in that: Includes the following steps: S1: Construction preparation: First, the concrete beam (12) is poured. After the pouring is completed, the I-beam (10) is fixed with bolts. S2: Support system installation: Install support poles (6) according to the layout and positioning, so that the support poles (6) and the lifting poles (8) cooperate to support the bottom of the I-beam (10) and the bottom of the aluminum alloy template (1); S3: Install beam side formwork: Use tie plates (5) and positioning frames (4) to reinforce the beam side formwork. After installation, use positioning angle steel (26) to fix and connect it with the surrounding formwork system to ensure the stability of the beam side formwork. S4: Formwork removal and curing: After the concrete reaches a certain strength, the formwork at the bottom and sides of the beam is removed, the bottom uprights are retained, and the concrete beam (12) is cured. S5: Subsequent construction: When constructing the next concrete beam (12), remove the supporting poles (6) and the I-beams (10), hoist them to the upper structure, and repeat the construction steps.
Citation Information
Patent Citations
BIM-based template device
CN112709430A
Shear wall structure with interlayer beams and aluminum-wood formwork construction method of shear wall structure
CN113737993A