Prefabricated laminated slab reinforcing structure and reinforcing method
Patent Information
- Application Number
- CN202410598503.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-15
- Publication Date
- 2026-10-27
- Estimated Expiration
- 2044-05-15
AI Technical Summary
[0006]本发明的目的在于提供一种装配式叠合板加强结构及加固方法,以解决上述背景技术中提出的现有技术下叠合板预制筋骨缺乏相应的加固组件的问题,以提高叠合板制作强度
[0017]本发明设计的装配式叠合板加强结构,其主要是通过设置的稳定组件与加固组件之间的配合使用进一步体改叠合板预制加工强度,即首先将承载套环套在主筋杆上,之后将承载套环继续拧调整,且使得承载套环上其中一个固定体的限位卡槽卡在底侧稳固框体上,之后通过定位螺丝对承载套环进行定位,与此同时在将上侧的稳固框体卡在承载套环上另一个固定体的限位卡槽中,之后将校核稳固顶块进行放置,再将加固杆体穿过稳固框体中的柱形通槽,再穿过校核稳固顶块中的贯穿槽,最后通过在加固杆体两端旋紧内螺纹紧固环,使得稳固框体得到紧固稳定,进而保证叠合板的预制加工强度,提升产品质量;因此,本发明现有技术下叠合板预制筋骨缺乏相应的加固组件的问题,以提高叠合板制作强度。
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Abstract
Description
Technical Field
[0001] This invention relates to the field of composite slab technology, specifically to a prefabricated composite slab reinforcement structure and reinforcement method. Background Technology
[0002] Composite floor slabs are assembled monolithic floor slabs made by stacking precast slabs and cast-in-place reinforced concrete layers. Composite floor slabs have good integrity, and the upper and lower surfaces of the slab are flat, which facilitates the finishing layer decoration. They are suitable for high-rise buildings and large-span buildings with high requirements for overall rigidity.
[0003] A Chinese patent document with publication number CN218479383U discloses a user-friendly prefabricated composite slab, which includes a composite slab, specifically a precast concrete layer. Symmetrically arranged smoothing layers are fixedly installed on the upper and lower surfaces of the precast concrete layer, and a reinforcing mesh is provided inside the precast concrete layer. The design uses multiple inserts on one side of the outer wall of the composite slab to allow two composite slabs to be pre-assembled before installation. The user inserts the inserts on one composite slab into the corresponding slots on the other, achieving rapid assembly between the two composite slabs. This allows for manual assembly to the appropriate size before installation on a building, facilitating the division of labor between two groups of workers to quickly complete the assembly of the precast composite slabs. It also helps to strengthen the connection strength between the two slabs after subsequent installation.
[0004] In the above-mentioned schemes and existing technologies, when manufacturing composite slabs, the ribs are generally assembled according to the manufacturing requirements before precasting. The main support rods are arranged at equal intervals on the reinforcing mesh, but they lack corresponding fastening and positioning structures. They are either tightened with iron bars, which provides a certain degree of tightness, but if problems occur during operation and need to be removed, it will cause trouble. Furthermore, the existing reinforcing mesh is generally set up vertically, and after casting, the strength of its side positions will be weak, which cannot meet the usage requirements.
[0005] Therefore, we need a prefabricated composite slab reinforcement structure and reinforcement method to solve the problem of the lack of corresponding reinforcement components for the prefabricated ribs of composite slabs under the existing technology mentioned above, so as to improve the strength of composite slab manufacturing. Summary of the Invention
[0006] The purpose of this invention is to provide a prefabricated composite slab reinforcement structure and reinforcement method to solve the problem mentioned in the background art of the lack of corresponding reinforcement components for prefabricated ribs of composite slabs, so as to improve the strength of composite slab manufacturing.
[0007] To achieve the above objectives, the present invention provides the following technical solution: a prefabricated composite slab reinforcement structure, comprising a composite slab body, main stiffeners, assembly connectors, upper stiffeners, lower stiffeners, stabilizing components, and reinforcing components; the composite slab body is provided with assembly connectors, the main stiffeners are equidistantly arranged in the composite slab body, the upper stiffeners and lower stiffeners are arranged in the composite slab body, and the main stiffeners are positioned by the stabilizing components, and the reinforcing components are arranged in the composite slab body.
[0008] Preferably, the stabilizing component includes a stabilizing frame, a bearing collar, a fixing body, a limiting groove, a positioning threaded groove, and a positioning screw; the bearing collar is sleeved on the main reinforcing bar, and the fixing body is symmetrically fixed on the outer wall of the bearing collar. The fixing body is provided with a limiting groove. One side of the bearing collar is provided with a positioning threaded groove, which is threadedly connected to the positioning screw. The stabilizing frame is in the limiting groove, and the bearing collar is positioned by the positioning screw. The stabilizing frame is connected to the reinforcement component.
[0009] Preferably, two bearing collars are symmetrically arranged on the main reinforcing bar.
[0010] Preferably, two sets of the stabilizing frame are symmetrically arranged.
[0011] Preferably, the reinforcement component includes a verification and stabilizing top block, a through slot, a cylindrical through slot, a reinforcement rod, connecting threads, a locking slot, an internal threaded fastening ring, a rotating auxiliary strip, a fastening threaded groove, and a locking screw. The verification and stabilizing top block is placed in the gap between two stabilizing frames, and the verification and stabilizing top block is provided with a through slot. The cylindrical through slot is located at the corner of the stabilizing frame. Connecting threads are symmetrically provided at both ends of the reinforcement rod. The locking slot is equidistantly provided on the side walls at both ends of the reinforcement rod. The connecting threads are threadedly connected to the internal threaded fastening ring. A rotating auxiliary strip is fixedly provided at equidistant intervals on one side of the internal threaded fastening ring. Fastening threaded grooves are provided at equidistant intervals on the internal threaded fastening ring, and the fastening threaded grooves are threadedly connected to the locking screw.
[0012] Preferably, the cylindrical through groove and the through groove are positioned correspondingly, their groove diameters are equal, and the cylindrical through groove is adapted to be inserted into the reinforcing rod.
[0013] Preferably, the locking screw and the locking slot are positioned correspondingly, and the end of the locking screw is adapted to engage with the locking slot.
[0014] A reinforcement method for prefabricated composite slab reinforced structures, the reinforcement method being as follows:
[0015] First, place the load-bearing collar onto the main reinforcing bar. Then, continue to tighten and adjust the load-bearing collar until the limiting slot of one of the fixing bodies on the load-bearing collar is engaged with the bottom stabilizing frame. Next, position the load-bearing collar using the positioning screws. At the same time, engage the upper stabilizing frame with the limiting slot of the other fixing body on the load-bearing collar. Then, place the verification stabilizing top block. Next, pass the reinforcing rod through the cylindrical through slot in the stabilizing frame and then through the through slot in the verification stabilizing top block. Finally, tighten the internal threaded fastening rings at both ends of the reinforcing rod to secure and stabilize the stabilizing frame.
[0016] Compared with the prior art, the beneficial effects of the present invention are:
[0017] The prefabricated composite slab reinforcement structure designed in this invention mainly improves the prefabrication strength of the composite slab through the coordinated use of stabilizing and reinforcing components. First, a bearing collar is placed on the main reinforcing bar. Then, the bearing collar is further tightened until the limiting slot of one of the fixing bodies on the bearing collar engages with the bottom stabilizing frame. Next, the bearing collar is positioned using positioning screws. Simultaneously, the upper stabilizing frame is engaged with the limiting slot of another fixing body on the bearing collar. Then, a verification stabilizing block is placed. Next, the reinforcing rod passes through the cylindrical slot in the stabilizing frame and then through the through slot in the verification stabilizing block. Finally, by tightening the internally threaded fastening rings at both ends of the reinforcing rod, the stabilizing frame is secured and stabilized, thereby ensuring the prefabrication strength of the composite slab and improving product quality. Therefore, this invention addresses the problem of the lack of corresponding reinforcing components in the prefabricated ribs of composite slabs in existing technologies, thus improving the strength of the composite slab. Attached Figure Description
[0018] Figure 1 This is a schematic diagram of the connection of the composite plate structure of the present invention;
[0019] Figure 2 This is a schematic diagram showing the structural connection between the main stiffener, upper stiffener, lower stiffener, stabilizing component, and reinforcing component of the present invention.
[0020] Figure 3 For the present invention Figure 2 Enlarged schematic diagram of the connection between the middle structures;
[0021] Figure 4 This is a schematic diagram showing the connection between the main stiffener and the stabilizing component structure of the present invention;
[0022] Figure 5 This is a schematic diagram showing the connection between the stable frame and the reinforcing component structure of the present invention;
[0023] Figure 6 For the present invention Figure 4 Enlarged schematic diagram of the connection of the middle structure.
[0024] In the diagram: 1. Composite plate body; 2. Main stiffener; 3. Assembly connector; 5. Upper stiffener; 6. Lower stiffener; 7. Stabilizing component; 701. Stable frame; 702. Bearing collar; 703. Fixing body; 704. Limiting slot; 705. Positioning threaded groove; 706. Positioning screw; 8. Reinforcing component; 801. Check and stabilizer top block; 802. Through slot; 803. Columnar through slot; 804. Reinforcing rod; 805. Connecting thread; 806. Locking slot; 807. Internal thread fastening ring; 808. Rotation auxiliary strip; 809. Fastening threaded groove; 810. Locking screw. Detailed Implementation
[0025] The technical solutions in the embodiments of the present invention will be clearly and completely described below. All other embodiments obtained by those skilled in the art without inventive effort are within the scope of protection of the present invention.
[0026] Example 1: Please refer to Figures 1-3 A prefabricated composite slab reinforcement structure includes a composite slab body 1, main stiffeners 2, assembly connectors 3, upper stiffeners 5, lower stiffeners 6, stabilizing components 7, and reinforcing components 8. The assembly connectors 3 are provided on the composite slab body 1. The main stiffeners 2 are equidistantly arranged in the composite slab body 1. The upper stiffeners 5 and lower stiffeners 6 are arranged in the composite slab body 1, and the main stiffeners 2 are positioned by the stabilizing components 7. The reinforcing components 8 are arranged in the composite slab body 1. This invention mainly improves the prefabrication strength of the composite slab through the cooperative use of the stabilizing components 7 and the reinforcing components 8. First, a bearing collar 702 is fitted onto the main stiffeners 2, and then the bearing collar 702 is further... Continue tightening and adjusting until the limiting slot 704 of one of the fixing bodies 703 on the bearing collar 702 is engaged with the bottom stabilizing frame 701. Then, the bearing collar 702 is positioned by the positioning screw 706. At the same time, the upper stabilizing frame 701 is engaged in the limiting slot 704 of the other fixing body 703 on the bearing collar 702. Then, the verification stabilizing top block 801 is placed, and the reinforcing rod 804 is passed through the cylindrical through slot 803 in the stabilizing frame 701 and through the through slot 802 in the verification stabilizing top block 801. Finally, the stabilizing frame 701 is secured and stabilized by tightening the internal thread fastening rings 807 at both ends of the reinforcing rod 804.
[0027] To further address the lack of corresponding reinforcement components for precast ribs in existing composite slabs, thereby improving the strength of composite slabs.
[0028] Example 2: Based on Example 1, please refer to... Figures 1-4The stabilizing component 7 here includes a stabilizing frame 701, a bearing collar 702, a fixing body 703, a limiting groove 704, a positioning threaded groove 705, and a positioning screw 706. The bearing collar 702 is sleeved on the main reinforcing bar 2, and the fixing body 703 is symmetrically fixed on the outer wall of the bearing collar 702. The fixing body 703 is provided with a limiting groove 704. One side of the bearing collar 702 is provided with a positioning threaded groove 705, which is threadedly connected to the positioning screw 706. The stabilizing frame 701 is in the limiting groove 704, bearing... The bearing collar 702 is positioned by the positioning screw 706, and the stabilizing frame 701 is connected to the reinforcing component 8. There are two bearing collars 702 symmetrically arranged on the main stiffener 2. There are two sets of stabilizing frames 701 symmetrically arranged. The bearing collar 702 is put on the main stiffener 2, and then the bearing collar 702 is further tightened and adjusted so that the limiting groove 704 of one of the fixing bodies 703 on the bearing collar 702 is locked on the bottom stabilizing frame 701. Then the bearing collar 702 is positioned by the positioning screw 706.
[0029] To further address the lack of corresponding reinforcement components for precast ribs in existing composite slabs, thereby improving the strength of composite slabs.
[0030] Example 3: Based on Example 2, please refer to... Figure 2 and Figures 5-6The reinforcing component 8 here includes a verification and stabilizing top block 801, a through slot 802, a cylindrical through slot 803, a reinforcing rod 804, a connecting thread 805, a locking slot 806, an internal thread fastening ring 807, a rotating auxiliary strip 808, a fastening threaded groove 809, and a locking screw 810; the verification and stabilizing top block 801 is provided with a through slot 802, the cylindrical through slot 803 is located at the corner of the stabilizing frame 701, and the two ends of the reinforcing rod 804 are symmetrically provided with connecting threads. 805, the cylindrical through groove 803 and the through groove 802 are positioned correspondingly, with equal groove diameters. The cylindrical through groove 803 is fitted into the reinforcing rod 804. Locking slots 806 are equidistantly positioned on both sides of the reinforcing rod 804. The connecting thread 805 is threaded into the internal thread fastening ring 807. A rotating auxiliary strip 808 is fixedly positioned at equidistant intervals on one side of the internal thread fastening ring 807. The internal thread fastening ring 807 also has... The fastening threaded groove 809 is threadedly connected to the locking screw 810; the locking screw 810 is positioned corresponding to the locking slot 806, and the end of the locking screw 810 is engaged with the locking slot 806; the verification stabilizing block 801 is placed in the gap between the two stabilizing frames 701, and then the reinforcing rod 804 is passed through the cylindrical through groove 803 in the stabilizing frame 701, and then through... The through slot 802 in the stabilizing top block 801 is checked. Finally, the internal thread fastening rings 807 are tightened at both ends of the reinforcing rod 804. After tightening the internal thread fastening rings 807, the locking screws 810 are used to lock the internal thread fastening rings 807, thereby ensuring the stability of the stabilizing frame 701. The cooperation between the internal thread fastening rings 807 and the reinforcing rod 804 is equivalent to a tension effect. This ensures that the stabilizing frame 701 will not loosen or misalign during the concrete pouring process.
[0031] To further address the lack of corresponding reinforcement components for precast ribs in existing composite slabs, thereby improving the strength of composite slabs.
[0032] 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 prefabricated composite slab reinforcement structure, characterized in that: The composite slab body (1), main stiffeners (2), assembly connectors (3), upper stiffeners (5), lower stiffeners (6), stabilizing components (7), and reinforcing components (8) are provided on the composite slab body (1). The main stiffeners (2) are equidistantly arranged in the composite slab body (1). The upper stiffeners (5) and lower stiffeners (6) are arranged in the composite slab body (1). The main stiffeners (2) are positioned by the stabilizing components (7). The reinforcing components (8) are arranged in the composite slab body (1). The stabilizing component (7) includes a stabilizing frame (701), a bearing collar (702), a fixing body (703), a limiting groove (704), a positioning threaded groove (705), and a positioning screw (706). The bearing collar (702) is sleeved on the main reinforcing bar (2), and the fixing body (703) is symmetrically fixed on the outer wall of the bearing collar (702). The fixing body (703) is provided with a limiting groove (704). The bearing collar (702) is provided with a positioning threaded groove (705) on one side. The positioning threaded groove (705) is threadedly connected to the positioning screw (706). The stabilizing frame (701) is in the limiting groove (704). The bearing collar (702) is positioned by the positioning screw (706). The stabilizing frame (701) is connected to the reinforcing component (8).
2. The prefabricated composite slab reinforcement structure according to claim 1, characterized in that: Two bearing collars (702) are symmetrically arranged on the main reinforcing bar (2).
3. The prefabricated composite slab reinforcement structure according to claim 1, characterized in that: The stable frame (701) is symmetrically arranged in two sets.
4. The prefabricated composite slab reinforcement structure according to claim 1, characterized in that: The reinforcement component (8) includes a verification and stabilizing top block (801), a through slot (802), a cylindrical through slot (803), a reinforcing rod (804), a connecting thread (805), a locking slot (806), an internal thread fastening ring (807), a rotating auxiliary strip (808), a fastening thread groove (809), and a locking screw (810); the verification and stabilizing top block (801) is placed in the gap between two stabilizing frames (701), and the verification and stabilizing top block (801) is provided with a through slot (802), and the cylindrical through slot (803) is provided in the stabilizing frame (701). At the corner position of 701), the two ends of the reinforcing rod (804) are symmetrically provided with connecting threads (805), the locking grooves (806) are equidistantly provided on the side walls of both ends of the reinforcing rod (804), the connecting threads (805) are adapted to the internal thread fastening ring (807) for threaded connection, and a rotating auxiliary strip (808) is fixedly provided at an equidistant distance on one side of the internal thread fastening ring (807), and a fastening thread groove (809) is provided at an equidistant distance in the internal thread fastening ring (807), and the fastening thread groove (809) is adapted to the locking screw (810) for threaded connection.
5. The prefabricated composite slab reinforcement structure according to claim 4, characterized in that: The cylindrical through groove (803) and the through groove (802) are positioned correspondingly, and their groove diameters are equal. The cylindrical through groove (803) is adapted to be inserted into the reinforcing rod (804).
6. The prefabricated composite slab reinforcement structure according to claim 4, characterized in that: The locking screw (810) and the locking slot (806) are positioned correspondingly, and the end of the locking screw (810) is adapted to engage with the locking slot (806).
7. A reinforcement method for a prefabricated composite slab reinforced structure as described in any one of claims 4-6, characterized in that, The reinforcement method is as follows: First, the bearing collar (702) is put on the main reinforcing bar (2). Then, the bearing collar (702) is tightened and adjusted so that the limiting slot (704) of one of the fixing bodies (703) on the bearing collar (702) is locked on the bottom stabilizing frame (701). Then, the bearing collar (702) is positioned by the positioning screw (706). At the same time, the upper stabilizing frame (701) is locked in the limiting slot (704) of the other fixing body (703) on the bearing collar (702). Then, the verification stabilizing top block (801) is placed. Then, the reinforcing rod (804) is passed through the cylindrical through slot (803) in the stabilizing frame (701) and through the through slot (802) in the verification stabilizing top block (801). Finally, the stabilizing frame (701) is tightened and stabilized by tightening the internal thread fastening rings (807) at both ends of the reinforcing rod (804).
Citation Information
Patent Citations
Prefabricated building laminated slab
CN111663694A
Prefabricated assembly type laminated slab convenient to use
CN218479383U