Connecting joint of prefabricated beam and prefabricated wallboard

By using mounting barrels, connectors, mounting plates and other components in the connection nodes between prefabricated wall panels and prefabricated beams, the connection instability caused by anchor degradation is solved, and the stable and reliable connection between prefabricated beams and prefabricated wall panels is achieved.

CN222923919UActive Publication Date: 2025-05-30CHENGDU TUOQI NEW MATERIAL TECH CO LTD
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Patent Information

Application Number
CN202421890973.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-06
Publication Date
2025-05-30
Estimated Expiration
2034-08-06

AI Technical Summary

Technical Problem

The connection nodes between the existing prefabricated wall panel body and the prefabricated beam body only use anchors to connect the prefabricated beam body and the prefabricated wall panel body from one direction. After a long period of use, the performance of the anchor is degraded, and the prefabricated beam body and the prefabricated wall panel body can no longer be fixed.

Method used

A connection assembly including a mounting cylinder, a connector, a mounting plate, a fixing bolt, a top insertion rod and a side insertion rod is adopted. Through the combination and installation of these components, a stable connection between the prefabricated beam and the prefabricated wall panel is achieved.

Benefits of technology

Through this connection node, prefabricated beams and prefabricated wall panels can form a reliable connection structure, avoiding the problem of degradation of anchor performance and ensuring stability and safety after long-term use.

✦ Generated by Eureka AI based on patent content.

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    Figure CN222923919U_ABST
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Abstract

The utility model relates to the technical field of building construction, in particular to a connecting joint of a precast beam and a precast wall panel, which comprises a precast wall panel body, a precast beam body and a connecting assembly, the connecting assembly comprises a mounting cylinder, a connecting piece, a mounting plate, a fixing bolt, a top inserting rod and a side edge inserting rod; the connecting pieces on the prefabricated beam body slide into the mounting cylinders on the prefabricated wall panel body, so that the prefabricated beam body moves along with the connecting pieces, the top inserting rods vertically and downwards penetrate through the mounting cylinders along the top of the prefabricated wall panel body, and the side inserting rods transversely penetrate through the mounting cylinders along the prefabricated wall panel body, so that the position of the prefabricated beam body is fixed along with the mounting cylinders; the prefabricated beam body and the prefabricated wall panel body can be stably installed on the prefabricated wall panel body, and therefore the problems that the prefabricated beam body and the prefabricated wall panel body are connected only through an anchoring part from one direction, after long-time use, the performance of the anchoring part is degraded, and the prefabricated beam body and the prefabricated wall panel body cannot be fixed any more are solved.
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Description

Technical Field

[0001] The utility model relates to the technical field of building construction, and particularly relates to a connection node between a precast beam and a precast wall panel. Background Technique

[0002] The prefabricated frame structure can greatly improve the construction capacity and speed, save a large amount of labor force and ensure the construction quality at the same time. The connection method in the prefabricated frame structure system is the core issue of this structure and also the weak link of this structure. Only when the joint parts of the precast components have reliable connections can the safety and reliability of the structure be ensured.

[0003] At present, the prior art (CN207003667U) discloses a connection node between a precast wall panel body and a precast beam body, including a precast wall panel body and a precast beam body. A notch is provided at the top of the precast wall panel body, and one end of the precast beam body is lapped in the notch at the top of the precast wall panel body. The precast wall panel body is provided with anchor fittings, and the precast beam body is provided with through holes. One end of the anchor fitting is anchored in the precast wall panel body, and the other end extends into the notch and is inserted into the through hole. Grouting material is poured into the through hole. The precast wall panel body and the precast beam body are effectively dry-connected by the way of grouting and anchoring after the anchor fitting is inserted into the through hole in the precast beam body. The above structure is beneficial to the force transmission between the precast wall panel body and the precast beam body and improves the on-site installation efficiency. The precast wall panel body and the precast beam body form a reliable connection to constitute a frame-wall panel structure. The wall panel increases the stability of the frame structure and increases the lateral stiffness of the frame structure, mainly resisting horizontal seismic forces.

[0004] However, by using the above method, only the anchor fitting is used to connect the precast beam body and the precast wall panel body from one direction. After long-term use, the performance of the anchor fitting degrades and can no longer fix the precast beam body and the precast wall panel body. Content of the Utility Model

[0005] The purpose of the utility model is to provide a connection node between a precast beam and a precast wall panel, aiming to solve the problem that the existing connection node between a precast wall panel body and a precast beam body only uses an anchor fitting to connect the precast beam body and the precast wall panel body from one direction. After long-term use, the performance of the anchor fitting degrades and can no longer fix the precast beam body and the precast wall panel body.

[0006] To achieve the above purpose, the utility model provides a connection node between a precast beam and a precast wall panel, including a precast wall panel body, a precast beam body and a connection component. The precast beam body is arranged on one side of the precast wall panel body. The connection component includes an installation cylinder, a connecting piece, an installation plate, a fixing bolt, a top inserting rod and a side inserting rod;

[0007] The installation cylinder is fixedly connected to the precast wall panel body and is located on one side of the precast wall panel body. The connecting piece is fixedly connected to the precast beam body, is slidably connected to the installation cylinder, and is located on one side of the precast beam body. The installation plate is fixedly connected to the precast beam body and is located on one side of the precast beam body. The fixing bolt is threadedly connected to the precast wall panel body and passes through the installation plate. The top insertion rod is threadedly connected to the precast wall panel body and passes through the installation cylinder. The side insertion rod is threadedly connected to the installation cylinder and passes through the installation cylinder.

[0008] Wherein, the connection assembly further includes a sliding plate, a connecting rod and a sealing cylinder. The sliding plate is slidably connected to the precast beam body and is slidably connected to the precast wall panel body and is located on one side of the precast beam body. The connecting rod is slidably connected to the sliding plate and passes through the precast beam body. The sealing cylinder is threadedly connected to the precast beam body and is located on one side of the precast beam body close to the connecting rod.

[0009] Wherein, the connection assembly further includes a casting layer. The casting layer is fixedly connected to the installation cylinder and is located inside the installation cylinder.

[0010] Wherein, the connection assembly further includes a stabilizing mechanism. The stabilizing mechanism is arranged on one side of the precast wall panel body.

[0011] Wherein, the stabilizing mechanism includes a fixing frame, an installation frame and a support rod. The fixing frame is fixedly connected to the precast wall panel body and is located on one side of the precast wall panel body. The installation frame is fixedly connected to the precast beam body and is located on one side of the precast beam body. The support rod is slidably connected to the fixing frame and is slidably connected to the installation frame and is located between the fixing frame and the installation frame.

[0012] Wherein, the stabilizing mechanism further includes a positioning bolt. The positioning bolt is threadedly connected to the support frame and passes through the installation frame.

[0013] A connection node between a precast beam and a precast wall panel of the present utility model. When the precast beam body needs to be installed on the precast wall panel body, first slide the connecting piece on the precast beam body into the installation cylinder on the precast wall panel body, so that the precast beam body moves accordingly, and then drives the installation plate to move, so that the installation plate can be close to the precast wall panel body. At this time, the construction worker can rotate the fixing bolt clockwise. The fixing bolt passes through the installation plate and enters the precast wall panel body to fix the position of the installation plate. At the same time, the top inserting rod is vertically downward through the installation cylinder along the top of the precast wall panel body, and the side inserting rod is horizontally through the installation cylinder along the precast wall panel body, and cooperates with the top inserting rod to fix the position of the connecting piece, so that the position of the precast beam body is fixed accordingly, and it can be stably installed on the precast wall panel body to form a reliable connection structure, thereby solving the problem that the connection node between the existing precast wall panel body and the precast beam body only uses anchor fasteners to connect the precast beam body and the precast wall panel body from one direction. After long-term use, the performance of the anchor fasteners degenerates and the precast beam body and the precast wall panel body can no longer be fixed. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the following will briefly introduce the drawings required for the description of the embodiments or the prior art.

[0015] Figure 1 It is a schematic structural diagram of the whole of the first embodiment of the present utility model.

[0016] Figure 2 It is a top view of the whole of the first embodiment of the present utility model.

[0017] Figure 3 It is a cross-sectional view of the whole of the first embodiment of the present utility model.

[0018] Figure 4 It is a schematic structural diagram of the whole of the second embodiment of the present utility model.

[0019] 101 - Precast wall panel body, 102 - Precast beam body, 103 - Connection assembly, 104 - Installation cylinder, 105 - Connecting piece, 106 - Installation plate, 107 - Fixing bolt, 108 - Top inserting rod, 109 - Side inserting rod, 110 - Sliding plate, 111 - Connecting rod, 112 - Sealing cylinder, 113 - Casting layer, 201 - Stabilizing mechanism, 202 - Fixing frame, 203 - Installation frame, 204 - Support rod, 205 - Positioning bolt. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0020] The first embodiment of the present application is as follows:

[0021] Please refer to Figures 1 to 3 , Figure 1 which is a schematic structural view of the whole of the first embodiment of the present utility model, Figure 2 which is a top view of the whole of the first embodiment of the present utility model, Figure 3 and which is a sectional view of the whole of the first embodiment of the present utility model.

[0022] A connection node between a precast beam and a precast wall panel of the present utility model comprises a precast wall panel body 101, a precast beam body 102 and a connection assembly 103. The connection assembly 103 comprises an installation cylinder 104, a connecting piece 105, an installation plate 106, a fixing bolt 107, a top insertion rod 108, a side insertion rod 109, a sliding plate 110, a connecting rod 111, a sealing cylinder 112 and a casting layer 113. By the foregoing solution, the problem that the connection node between the existing precast wall panel body and the precast beam body only uses anchor fasteners to connect the precast beam body and the precast wall panel body from one direction, and after long-term use, the performance of the anchor fasteners degrades and can no longer fix the precast beam body and the precast wall panel body is solved.

[0023] For this specific embodiment, by installing the precast beam body 102 on the precast wall panel body 101, the building can be made more stable.

[0024] Among them, the installation cylinder 104 is fixedly connected to the precast wall panel body 101 and is located on one side of the precast wall panel body 101. The connecting member 105 is fixedly connected to the precast beam body 102, is slidably connected to the installation cylinder 104, and is located on one side of the precast beam body 102. The mounting plate 106 is fixedly connected to the precast beam body 102 and is located on one side of the precast beam body 102. The fixing bolt 107 is threadedly connected to the precast wall panel body 101 and passes through the mounting plate 106. The top insertion rod 108 is threadedly connected to the precast wall panel body and passes through the installation cylinder 104. The side insertion rod 109 is threadedly connected to the installation cylinder 104 and passes through the installation cylinder 104. When it is necessary to install the precast beam body on the precast wall panel body 101, first slide the connecting member 105 on the precast beam body 102 into the installation cylinder 104 on the precast wall panel body 101, so that the precast beam body 102 moves accordingly, and then drives the mounting plate 106 to move, so that the mounting plate 106 can be closely attached to the precast wall panel body 101. At this time, the construction worker can rotate the fixing bolt 107 clockwise. The fixing bolt 107 passes through the mounting plate 106 and enters the precast wall panel body 101 to fix the position of the mounting plate 106. At the same time, the top insertion rod 108 is vertically passed through the installation cylinder 104 along the top of the precast wall panel body 101, and the side insertion rod 109 is horizontally passed through the installation cylinder 104 along the precast wall panel body 101. The position of the connecting member 105 is fixed in cooperation with the top insertion rod 108, so that the position of the precast beam body 102 is fixed accordingly, and it can be stably installed on the precast wall panel body 101 to form a reliable connection structure, thereby solving the problem that the connection node between the existing precast wall panel body and the precast beam body only uses anchor fittings to connect the precast beam body and the precast wall panel body from one direction. After long-term use, the performance of the anchor fittings degrades and the precast beam body and the precast wall panel body can no longer be fixed.

[0025] Secondly, the sliding plate 110 is slidably connected to the precast beam body 102 and the precast wall panel body 101, and is located on one side of the precast beam body 102. The connecting rod 111 is slidably connected to the sliding plate 110 and passes through the precast beam body 102. The sealing cylinder 112 is threadedly connected to the precast beam body 102 and is located on the side of the precast beam body 102 close to the connecting rod 111. Before installation, first place the sliding plate 110 on the precast beam body 102. When the connecting member 105 on the precast beam body 102 slides into the installation cylinder 104, the sliding plate 110 moves accordingly, and the end away from the precast beam body 102 can slide into the precast wall panel body 101. At this time, the connecting rod 111 can pass through the sliding plate 110 through the reserved hole of the precast beam body 102, thereby fixing the position of the sliding plate 110. At the same time, by rotating the sealing cylinder 112 clockwise, the connecting rod 111 can be blocked to improve the aesthetics.

[0026] Thirdly, the pouring layer 113 is fixedly connected to the installation cylinder 104 and is located inside the installation cylinder 104. After the position of the precast beam body 102 is fixed, the pouring layer 113 can be poured into the installation cylinder 104. The pouring layer 113 is made of concrete and can improve the strength of the connection between the precast beam body 102 and the precast wall panel body 101.

[0027] A connection node between a precast beam and a precast wall panel according to this embodiment. When the precast beam body needs to be installed on the precast wall panel body 101, first place the sliding plate 110 on the precast beam body 102, and slide the connecting piece 105 on the precast beam body 102 into the installation cylinder 104 on the precast wall panel body 101, so that the precast beam body 102 moves accordingly, and then drives the installation plate 106 to move, so that the installation plate 106 can be close to the precast wall panel body 101. When the connecting piece 105 on the precast beam body 102 is slid into the installation cylinder 104, the sliding plate 110 moves accordingly, and one end away from the precast beam body 102 can slide into the precast wall panel body 101. The connecting rod 111 can pass through the reserved hole of the precast beam body 102 through the sliding plate 110, and then fix the position of the sliding plate 110. At this time, the construction worker can rotate the fixing bolt 107 clockwise. The fixing bolt 107 passes through the installation plate 106 and enters the precast wall panel body 101 to fix the position of the installation plate 106. At the same time, the top insertion rod 108 is vertically downward through the installation cylinder 104 along the top of the precast wall panel body 101, and the side insertion rod 109 is horizontally through the installation cylinder 104 along the precast wall panel body 101. Cooperating with the top insertion rod 108 to fix the position of the connecting piece 105, so that the position of the precast beam body 102 is fixed accordingly, and it can be stably installed on the precast wall panel body 101 to form a reliable connection structure. After the position of the precast beam body 102 is fixed, the casting layer 113 can be cast in the installation cylinder 104. The casting layer 113 is concrete, which can improve the strength of the connection between the precast beam body 102 and the precast wall panel body 101, thus solving the problem that the connection node between the existing precast wall panel body and the precast beam body only uses anchor fittings to connect the precast beam body and the precast wall panel body from one direction. After a long time of use, the performance of the anchor fittings degrades and the precast beam body and the precast wall panel body can no longer be fixed.

[0028] The second embodiment of this application is as follows:

[0029] On the basis of the first embodiment, please refer to Figure 4 , Figure 4 which is the overall structural schematic diagram of the second embodiment of the present utility model.

[0030] The connection assembly 103 of a connection node between a precast beam and a precast wall panel in this embodiment further includes a stabilizing mechanism 201. The stabilizing mechanism 201 includes a fixing frame 202, an installation frame 203, a support rod 204 and a positioning bolt 205.

[0031] Among them, the fixing frame 202 is fixedly connected to the precast wall panel body and is located on one side of the precast wall panel body 101. The mounting frame 203 is fixedly connected to the precast beam body and is located on one side of the precast beam body. The support rod 204 is slidably connected to the fixing frame 202 and is also slidably connected to the mounting frame 203 and is located between the fixing frame 202 and the mounting frame 203. After fixing the precast beam body 102 on the precast wall panel body 101, the fixing frame 202 and the mounting frame 203 can be respectively installed on the precast wall panel body 101 and the precast beam body 102, and both ends of the support rod 204 are slid into the fixing frame 202 and the mounting frame 203, and in cooperation with the connector 105 slid into the mounting cylinder 104, the stability of the connection between the precast beam body 102 and the precast wall panel body 101 is improved.

[0032] Secondly, the positioning bolt 205 is threadedly connected to the support frame and passes through the mounting frame 203. When the positioning bolt 205 is rotated clockwise, the positioning bolt 205 passes through the fixing frame 202 to fix the position of the support rod 204.

[0033] For the connection node of the precast beam and the precast wall panel in this embodiment, after fixing the precast beam body 102 on the precast wall panel body 101, the fixing frame 202 and the mounting frame 203 can be respectively installed on the precast wall panel body 101 and the precast beam body 102, and both ends of the support rod 204 are slid into the fixing frame 202 and the mounting frame 203, and the positioning bolt 205 is rotated clockwise. The positioning bolt 205 passes through the support rod 204 to fix the position of the support rod 204, and in cooperation with the connector 105 slid into the mounting cylinder 104, the stability of the connection between the precast beam body 102 and the precast wall panel body 101 is improved.

[0034] What is disclosed above is only one or more preferred embodiments of the present application, and the scope of rights of the present application cannot be limited thereby. Those of ordinary skill in the art can understand all or part of the processes of implementing the above embodiments, and the equivalent changes made according to the claims of the present application still fall within the scope covered by the present application.

Claims

1. A connection node between a prefabricated beam and a prefabricated wall panel, comprising a prefabricated wall panel body and a prefabricated beam body, wherein the prefabricated beam body is arranged on one side of the prefabricated wall panel body, and characterized in that: Also included are connection components; The connection assembly includes a mounting tube, a connecting piece, a mounting plate, a fixing bolt, a top plug rod and a side plug rod; The installation tube is fixedly connected to the prefabricated wall panel body and is located on one side of the prefabricated wall panel body. The connecting piece is fixedly connected to the prefabricated beam body and is slidably connected to the installation tube and is located on one side of the prefabricated beam body. The installation plate is fixedly connected to the prefabricated beam body and is located on one side of the prefabricated beam body. The fixing bolt is threadedly connected to the prefabricated wall panel body and passes through the installation plate. The top plug rod is threadedly connected to the prefabricated wall panel body and passes through the installation tube. The side plug rod is threadedly connected to the installation tube and passes through the installation tube.

2. A connection node between a prefabricated beam and a prefabricated wall panel as claimed in claim 1, characterized in that: The connecting assembly also includes a sliding plate, a connecting rod and a sealing cylinder. The sliding plate is slidably connected to the prefabricated beam body and the prefabricated wall panel body and is located on one side of the prefabricated beam body. The connecting rod is slidably connected to the sliding plate and passes through the prefabricated beam body. The sealing cylinder is threadedly connected to the prefabricated beam body and is located on one side of the prefabricated beam body close to the connecting rod.

3. A connection node between a prefabricated beam and a prefabricated wall panel as claimed in claim 2, characterized in that: The connection assembly further comprises a casting layer, wherein the casting layer is fixedly connected to the installation tube and is located inside the installation tube.

4. A connection node between a prefabricated beam and a prefabricated wall panel as claimed in claim 3, characterized in that: The connection assembly further comprises a stabilizing mechanism, and the stabilizing mechanism is arranged on one side of the prefabricated wall panel body.

5. A connection node between a prefabricated beam and a prefabricated wall panel as claimed in claim 4, characterized in that: The stabilizing mechanism comprises a fixing frame, a mounting frame and a supporting rod, wherein the fixing frame is fixedly connected to the prefabricated wall panel body and is located on one side of the prefabricated wall panel body, the mounting frame is fixedly connected to the prefabricated beam body and is located on one side of the prefabricated beam body, and the supporting rod is slidably connected to the fixing frame and is slidably connected to the mounting frame and is located between the fixing frame and the mounting frame.

6. A connection node between a prefabricated beam and a prefabricated wall panel as claimed in claim 5, characterized in that: The stabilizing mechanism further comprises a positioning bolt, which is threadedly connected to the supporting frame and passes through the mounting frame.

Citation Information

Patent Citations

  • Prefabricated wallboard and beam manufacturing's connected node in advance

    CN207003667U