Fabricated beam and slab joint closed integrated formwork structure

By using bolted connections and movable snap-fit ​​designs for the inner and outer templates, the problem of connection gaps at the junction of beams and slabs in prefabricated buildings is solved, achieving seamless structural connection and a continuous waterproof barrier, thus improving the waterproof performance of prefabricated buildings.

CN223577554UActive Publication Date: 2025-11-21GUANGDONG CONSTAR CONSTR GRP CO LTD
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Patent Information

Application Number
CN202422909870.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-11-27
Publication Date
2025-11-21
Estimated Expiration
2034-11-27

AI Technical Summary

Technical Problem

In prefabricated buildings, the joint gaps at the junction of beams and slabs affect the overall structure and waterproofing performance of the building, leading to frequent leakage accidents.

Method used

The structure employs an inner and outer template. The inner template includes vertical and horizontal sections, which are bolted to the upper part of the outer template. Combined with movable clips and fixing screws, it forms a continuous waterproof barrier.

Benefits of technology

It achieves seamless connection at the junction of beams and slabs, forming a dense waterproof barrier and improving the waterproof performance of prefabricated buildings.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an assembly type beam-slab joint closed integrated template structure, which is characterized in that an inner template and an outer template are arranged in a matching way, and are respectively fixed on the inner side and the outer side of a precast beam by adopting a simple and effective connection way. In the fabricated building construction process, the inner formwork can be accurately filled in the joint between the beam plates, seamless butt joint on the structure is achieved, and a continuous and compact waterproof barrier is formed. By means of the design, the defects of a traditional formwork in the aspect of seam splicing treatment are effectively overcome, and a more reliable technical solution is provided especially for the common seam waterproof problem in an assembly type building.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of assembly type beam slab structure, concretely to a kind of assembly type beam slab interface closed integrated formwork structure. BACKGROUND

[0002] With the acceleration of building industrialization, prefabricated building is widely used due to its efficiency, environmental protection and other advantages. However, prefabricated building needs to be assembled with prefabricated components, which inevitably produces a large number of connecting gaps. These joints not only affect the integrity of the building structure, but also pose a risk to the waterproof performance of the building. If the joint is not handled properly, a reliable waterproof layer cannot be formed, and water will enter the room through the gap, causing leakage accidents. SUMMARY

[0003] Therefore, in order to solve the above problems, the purpose of the utility model is to provide an assembly type beam slab interface closed integrated formwork structure, which comprises a prefabricated beam, an inner formwork and an outer formwork. The outer formwork comprises a lower side and an upper side, and the lower side is fixed to the outer side of the prefabricated beam. The inner formwork comprises a vertical part and a horizontal part connected to each other, and the horizontal part is connected to the upper end of the vertical part. The upper side is connected to the horizontal part by bolts.

[0004] Preferably, the horizontal part has a mounting tab on the upper end, and the mounting tab has a thread on the inner side that can cooperate with the bolt. The upper side has a bolt hole coaxial with the mounting tab.

[0005] Preferably, it comprises a movable buckle and a fixed screw, the fixed screw is detachably connected to the upper side, and one end of the movable buckle is tied to the exposed steel bar at the top of the prefabricated beam, and the other end is connected to the fixed screw.

[0006] Preferably, the fixed screw has a bidirectional through hole, and one end of the movable buckle passes through the through hole and is tied to the fixed screw.

[0007] Preferably, the lower side is fixed to the outer side of the prefabricated beam by nailing.

[0008] The utility model has the advantages of:

[0009] The utility model is provided with an inner formwork and an outer formwork, and they are fixed to the inner and outer sides of the prefabricated beam by a simple and effective connection method. During the construction of prefabricated buildings, the inner formwork can be precisely filled in the interface between the beam and the slab, not only realizing seamless docking in structure, but also forming a continuous and dense waterproof barrier. This design effectively overcomes the shortcomings of traditional formwork in joint treatment, especially for the common joint waterproof problem in prefabricated buildings, providing a more reliable technical solution. BRIEF DESCRIPTION OF DRAWINGS

[0010] In order to more clearly illustrate the technical solutions of the embodiments of the present application or the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced as follows. Obviously, the drawings in the following description only constitute some embodiments of the present application, and other drawings can also be obtained according to these drawings without creative labor for those skilled in the art.

[0011] Figure 1 It is a structural schematic diagram of the present application;

[0012] Figure 2 It is a structural schematic diagram of the present application;

[0013] Figure 3 It is a structural schematic diagram of the present application;

[0014] Figure 4 It is a structural schematic diagram of the fixed screw;

[0015] Figure 5 It is a schematic diagram of the application scenario of the present application;

[0016] The drawings are explained as follows: 1, prefabricated beam; 11, reinforcing steel bars at the top of the prefabricated beam; 12, prefabricated plate; 2, outer formwork; 21, upper side; 22, lower side; 3, inner formwork; 31, vertical part; 32, horizontal part; 33, mounting bending piece; 34, convex strip; 4, nail shooting; 5, fixed screw; 6, movable buckle; 7, bolt; 8, mounting position.

[0017] The implementation, functional features and advantages of the present application will be further described with reference to the drawings in combination with the embodiments. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the present application will be described clearly and completely in combination with the drawings in the embodiments of the present application.

[0019] In the description of the present application, it should be noted that the orientations or position relationships indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and the like are based on the orientations or position relationships shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and therefore cannot be understood as indicating or implying that the devices or elements indicated must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application. In addition, the terms "first", "second", "third" are only for the purpose of description, and cannot be understood as indicating or implying relative importance.

[0020] Unless otherwise defined, the terms "mounting", "connected", "connecting" are to be construed broadly, for example, can be fixed connection, can also be detachable connection, or integrally connected; can be mechanical connection, can also be electrical connection; can be directly connected, can also be indirectly connected through an intermediate medium, can be internal communication of two elements. For those skilled in the art, the specific meaning of the above terms in this application can be understood according to the specific circumstances.

[0021] Embodiment 1:

[0022] Figures 1-5 The utility model provides a kind of assembled beam slab joint closed integrated formwork structure, including prefabricated beam 1, inner formwork 3, outer formwork 2, inner formwork 3 and outer formwork 2 are separately arranged on the inside and outside of prefabricated beam 1, outer formwork 2 is divided into lower side portion 22 and upper side portion 21, lower side portion 22 is fixed in lower side portion 22 and is fixed on the outer side of prefabricated beam 1, upper side portion 21 is used to connect with inner formwork 3, inner formwork 3 includes mutually connected vertical portion 31 and horizontal portion 32, horizontal portion 32 is connected in the upper end of vertical portion 31, and entire inner formwork 3 forms bending "L" shape. Upper side portion 21 is connected with horizontal portion 32 by bolt 7, and the bolt 7 is tightened so that inner formwork 3 and outer formwork 2 are close to prefabricated beam 1, and inner formwork 3 and outer formwork 2 can be tightly attached on prefabricated beam 1.

[0023] Horizontal portion 32 is equipped with installation bending piece 33, the middle part of installation bending piece 33 is protruded upwards and forms a gap for bolt 7 to pass through with the upper end surface of horizontal portion 32, the side of the middle part of installation bending piece 33 towards horizontal portion 32 is equipped with screw thread, which can cooperate with bolt 7, and upper side portion 21 is equipped with bolt hole, which is coaxially arranged with installation bending piece 33, to facilitate the connection of bolt 7.

[0024] After prefabricated beam 1 is manufactured, the top thereof has exposed reinforcing steel bars, and the reinforcing steel bar structure is stable, so as to be used to strengthen the structural connection stability between inner formwork 3, outer formwork 2 and prefabricated beam 1, a movable buckle 6 is arranged between outer formwork 2 and prefabricated beam 1, a fixing screw 5 is additionally arranged on upper side portion 21, the fixing screw 5 is directly tightened and fixed on upper side portion 21, the middle part of the fixing screw 5 has a bidirectional through hole, the central axis of the through hole is perpendicular to the central axis of the screw, the middle part of the movable buckle 6 is made of hard metal material, and flexible wires are connected to both ends of the movable buckle 6, so as to be used for binding operation by workers. In actual assembly, the worker first binds one end of the movable buckle 6 to the exposed reinforcing steel bars on the top of prefabricated beam 1, passes the other end through the fixing hole, and then binds the other end to the fixing screw 5, to reinforce the connection structure between prefabricated beam 1 and outer formwork 2.

[0025] In the embodiment, lower side portion 22 is fixed on the outer side of prefabricated beam 1 by nail 4.

[0026] In actual use, the horizontal part 32 of the inner formwork 3 is overlapped on the prefabricated slab 12, and the inner formwork 3 and the outer formwork 2 are both provided with protrusions 34 on the side facing the prefabricated beam 1, the two protrusions 34 have the same height, and the protrusions 34 are used for positioning.

[0027] The above is only optional embodiments of the present application, and does not limit the patent range of the present application, and any equivalent structural transformation made by the present application specification and the drawings, or direct / indirect application in other related technical fields is included in the patent protection range of the present application.

Claims

1. A prefabricated beam-slab joint closed integrated formwork structure, characterized in that, The precast beam (1), inner formwork (3), and outer formwork (2) are included. The outer formwork (2) includes a lower part (22) and an upper part (21). The lower part (22) is fixed to the outer side of the precast beam (1). The inner formwork (3) includes a vertical part (31) and a horizontal part (32) that are connected to each other. The horizontal part (32) is connected to the upper end of the vertical part (31). The upper part (21) is connected to the horizontal part (32) by bolts (7).

2. The prefabricated beam-slab joint closed integrated formwork structure according to claim 1, characterized in that, The upper end face of the horizontal part (32) is provided with a mounting bend (33), the inner side of the mounting bend (33) has a thread that can cooperate with the bolt (7), and the upper part (21) is provided with a bolt hole, which is coaxial with the mounting bend (33).

3. The prefabricated beam-slab joint closed integrated formwork structure according to claim 1, characterized in that, It includes a movable buckle (6) and a fixing screw (5), the fixing screw (5) being detachably connected to the upper side (21), one end of the movable buckle (6) being tied to the exposed steel bar at the top of the precast beam (1), and the other end being connected to the fixing screw (5).

4. The prefabricated beam-slab joint closed integrated formwork structure according to claim 3, characterized in that, The fixing screw (5) has a two-way through fixing hole, and one end of the movable buckle (6) passes through the fixing hole and is tied to the fixing screw (5).

5. The prefabricated beam-slab joint closed integrated formwork structure according to claim 1, characterized in that, The lower part (22) is fixed to the outer side of the precast beam (1) by a nail (4).