Fabricated wall column connecting structure

CN224785443UActive Publication Date: 2026-09-22单县市政工程管理服务中心
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Patent Information

Application Number
CN202620004279.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2026-01-05
Publication Date
2026-09-22
Estimated Expiration
2036-01-05

AI Technical Summary

Technical Problem

[0003]现有技术中出现了一种装配式墙柱连接结构,即在工厂提前制作预制混凝土立柱和预制混凝土墙板,在施工现场将预制混凝土立柱和预制混凝土墙板组装起来,这种装配式墙柱连接结构相比传统的现场浇筑而言,现场浇筑工作较少,施工效率高,施工周期短,但是其仍存在一个问题,预制混凝土立柱和预制混凝土墙板之间的连接强度仍无法保证

Benefits of technology

本实用新型将墙板通过工字型钢连接件与装配式墙柱限位固定装配连接,使工字型钢连接件上的固定插板插入固定插槽;同时回字型箍筋插入混凝土浇筑腔内;通过调节螺杆螺旋带动限位夹板插入夹持槽内对工字型钢连接件限位夹持;封堵盖板上的直钢筋插入混凝土浇筑腔内与回字型箍筋内圈四角位置相互限位抵接,灌入混凝土固化后,实现装配式墙柱和墙板的现场连接,可以保证装配式墙柱和墙板之间的连接强度。

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Abstract

The utility model relates to fixed building field, concretely is a kind of assembled wall column connecting structure, including assembled wall column and wallboard, and the one end of wallboard and assembled wall column assembly is integrally formed with I-shaped steel connecting piece, and is limited fixed assembly connection with assembled wall column by being inserted into the inside of mounting groove through I-shaped steel connecting piece;Limiting sliding of mounting groove both sides has the limiting clamping plate for limiting the clamping I-shaped steel connecting piece. The utility model will be limited fixed assembly connection of wallboard with assembled wall column through I-shaped steel connecting piece, and limiting clamping plate is inserted into clamping groove by adjusting screw screw drive to limit the clamping I-shaped steel connecting piece;Straight reinforcement on plugging cover plate is inserted into concrete pouring cavity and is limited to abut with the inner circle four corner positions of back-shaped hoop reinforcement, after pouring into concrete solidification, realize the field connection of assembled wall column and wallboard, can guarantee the connecting strength between assembled wall column and wallboard.
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Description

Technical Field

[0001] This utility model relates to the field of fixed buildings, specifically a prefabricated wall-column connection structure. Background Technology

[0002] Prefabricated wall columns are vertical seismic-resistant components of column structures. They are the main seismic-resistant components of building structures. With the rapid development of the prefabricated construction industry, the connection nodes between prefabricated reinforced concrete frame structures, enclosure wall panels and structural columns are complex and have become a hot topic of concern in the engineering field. They are also an important technical link in promoting the industrialization of prefabricated construction. The safety, reliability and applicability of the connection nodes of prefabricated wall columns determine the quality of building assembly and the progress of construction projects.

[0003] An existing technology has developed a prefabricated wall-column connection structure, in which precast concrete columns and precast concrete wall panels are manufactured in a factory and then assembled on the construction site. Compared with traditional on-site casting, this prefabricated wall-column connection structure requires less on-site casting work, has higher construction efficiency, and a shorter construction period. However, it still has a problem: the connection strength between the precast concrete columns and precast concrete wall panels cannot be guaranteed. Summary of the Invention

[0004] To address the shortcomings of existing technologies, this utility model provides a prefabricated wall-column connection structure, which solves the problems mentioned in the background section.

[0005] To achieve the above objectives, the specific technical solution adopted by this utility model is as follows: A prefabricated wall column connection structure includes a prefabricated wall column and a wall panel. An I-beam steel connector is integrally formed on one end of the wall panel and the prefabricated wall column. The I-beam steel connector is inserted into the installation groove and mutually limited and fixedly assembled with the prefabricated wall column. Limiting clamps for limiting and engaging the I-beam steel connector are slidably provided on both sides of the installation groove.

[0006] Furthermore, a row of U-shaped stirrups is fixedly provided from top to bottom on the connecting surface of the I-beam steel connector, passing through the through groove and inserted into the concrete pouring cavity of the prefabricated wall column. Fixing plates are installed on both sides of the connecting surface of the I-beam steel connector, which are inserted into the fixing slots inside the installation groove.

[0007] Furthermore, the top and bottom of the prefabricated wall column are respectively equipped with an upper sealing cover plate and a lower sealing cover plate. Straight steel bars are fixedly installed on both the upper and lower sealing cover plates, which are inserted into the concrete pouring cavity and mutually limit and abut against the four corners of the inner ring of the U-shaped stirrup.

[0008] Furthermore, the limiting clamp slides within the sliding cavities on both sides of the mounting groove, and the outer walls on both sides of the assembled cavity column are threaded with adjusting screws that are threadedly connected to the threaded holes of the limiting clamp.

[0009] Furthermore, the limiting clamp is driven by the rotation of the adjusting screw thread to slide out from the sliding cavity and insert into the clamping groove of the I-beam steel connector.

[0010] This utility model has the following features and beneficial effects: This utility model connects the wall panel to the prefabricated wall column via an I-beam steel connector, allowing the fixing plate on the I-beam steel connector to be inserted into the fixing slot; simultaneously, the U-shaped stirrups are inserted into the concrete pouring cavity; by adjusting the screw, the limiting clamping plate is inserted into the clamping groove to limit and clamp the I-beam steel connector; the straight steel bar on the sealing cover is inserted into the concrete pouring cavity and mutually limits and abuts against the four corners of the inner ring of the U-shaped stirrups. After the concrete is poured in and cured, the prefabricated wall column and wall panel are connected on site, ensuring the connection strength between the prefabricated wall column and wall panel. Attached Figure Description

[0011] Other features, objects, and advantages of this invention will become more apparent from the following detailed description of non-limiting embodiments with reference to the accompanying drawings: Figure 1 This is a top view of the overall assembly of this utility model. Figure 2 for Figure 1 A schematic diagram of the isometric cross-sectional view of the mid-longitudinal section; Figure 3 This is a schematic diagram of the prefabricated wall column in this utility model; Figure 4 This is a schematic diagram of the cross-sectional structure of the connection between the limiting clamp and the prefabricated wall column in this utility model; Figure 5 This is a schematic diagram of the connection between the wall panel and the I-beam steel connector in this utility model.

[0012] Explanation of icon numbers: 1. Prefabricated wall column; 2. Upper sealing cover plate; 3. Lower sealing cover plate; 4. Straight steel bar; 5. Limiting clamp plate; 51. Threaded hole; 6. Adjusting screw; 7. I-beam steel connector; 71. U-shaped stirrup; 72. Fixing insert plate; 73. Clamping groove; 8. Wall panel; 11. Installation groove; 12. Fixing slot; 13. Through groove; 14. Concrete pouring cavity; 15. Sliding cavity. Detailed Implementation

[0013] The present invention will be further described in detail below with reference to the accompanying drawings.

[0014] This specific embodiment is merely an explanation of the present utility model and is not intended to limit the present utility model. After reading this specification, those skilled in the art can make modifications to this embodiment without contributing any inventive step, but such modifications are protected by patent law as long as they fall within the scope of the claims of the present utility model.

[0015] like Figure 1-5 As shown, a prefabricated wall column connection structure includes a prefabricated wall column 1 and a wall panel 8. An I-beam steel connector 7 is integrally formed on one end of the wall panel 8 and the prefabricated wall column 1. The I-beam steel connector 7 is inserted into the mounting groove 11 and mutually limited and fixedly assembled with the prefabricated wall column 1. Limiting clamps 5 are provided on both sides of the mounting groove 11 for limiting and locking the I-beam steel connector 7.

[0016] See Figure 1 , Figure 5 As shown, a row of U-shaped stirrups 71, passing through the through groove 13 and inserted into the concrete pouring cavity 14 of the prefabricated wall column 1, is fixedly provided on the connecting surface of the I-beam steel connector 7 from top to bottom. Fixing plates 72, which are inserted into the fixing slots 12 inside the installation groove 11, are installed on both sides of the connecting surface of the I-beam steel connector 7. The I-beam steel connector 7 on the connecting end of the wall panel 8 is placed into the installation groove 11 of the prefabricated wall column 1, so that fixing plates 72, which are inserted into the fixing slots 12 inside the installation groove 11, are installed on both sides of the connecting surface of the I-beam steel connector 7. At the same time, the U-shaped stirrups 71 pass through the through groove 13 and are inserted into the concrete pouring cavity 14 of the prefabricated wall column 1.

[0017] See Figure 2 , Figure 3 As shown, to ensure the connection strength between the precast concrete column and the precast concrete wall panel, an upper sealing cover plate 2 and a lower sealing cover plate 3 are installed at the top and bottom of the precast wall column 1, respectively. Straight steel bars 4 are fixedly installed on both the upper and lower sealing cover plates 2 and 3, which are inserted into the concrete pouring cavity 14 and mutually restrained and abutted at the four corners of the inner ring of the U-shaped stirrups 71. The lower sealing cover plate 3 is sealed at the bottom of the concrete pouring cavity 14 of the precast wall column 1. The straight steel bars 4 on the lower sealing cover plate 3 are inserted into the concrete pouring cavity 14 and mutually restrained and abutted at the four corners of the inner ring of the U-shaped stirrups 71. Concrete is poured into the concrete pouring cavity 14. Finally, the upper sealing cover plate 2 is sealed at the top of the concrete pouring cavity 14. Thus, after the concrete has cured, the assembly and installation of the precast wall column and the wall panel are completed.

[0018] See Figure 4 , Figure 5To limit and clamp the I-beam connector 7, the limiting clamp 5 slides within the sliding cavities 15 on both sides of the mounting groove 11. Adjusting screws 6, threaded into the threaded holes 51 of the limiting clamp 5, are threaded onto the outer walls of both sides of the assembled cavity column 1. The limiting clamp 5 slides out of the sliding cavity 15 and into the clamping groove 73 of the I-beam connector 7 by rotating the adjusting screws 6.

[0019] The working principle of this utility model is as follows: During installation, the I-beam steel connector 7 on the connecting end of the wall panel 8 is placed into the mounting groove 11 of the prefabricated wall column 1, so that fixing plates 72 are installed on both sides of the connecting surface of the I-beam steel connector 7, which are inserted into the fixing slots 12 inside the mounting groove 11; at the same time, the U-shaped stirrup 71 passes through the through groove 13 and is inserted into the concrete pouring cavity 14 of the prefabricated wall column 1; then, the adjusting screw 6 is rotated, and the limiting clamp 5 is driven by the screw to slide out from the sliding cavity 15 and insert into the clamping groove 73 of the I-beam steel connector 7 to limit and clamp the I-beam steel connector 7; then, The lower sealing cover plate 3 seals the bottom concrete pouring cavity 14 of the prefabricated wall column 1. The straight steel bar 4 on the lower sealing cover plate 3 is inserted into the concrete pouring cavity 14 and mutually restrains and abuts against the four corners of the inner ring of the U-shaped stirrup 71. Concrete is poured into the concrete pouring cavity 14. Finally, the upper sealing cover plate 2 seals the top of the concrete pouring cavity 14. Thus, after the concrete body has cured, the assembly and installation of the prefabricated wall column and wall panel is completed. It is convenient to connect with the wall panel. It can realize the on-site connection of the prefabricated wall column and wall panel and can ensure the connection strength between the prefabricated wall column and wall panel.

Claims

1. A prefabricated wall-column connection structure, characterized in that, It includes prefabricated wall columns (1) and wall panels (8). The wall panel (8) is integrally formed with an I-beam steel connector (7) at one end of the prefabricated wall column (1). The I-beam steel connector (7) is inserted into the installation groove (11) and is mutually limited and fixedly assembled with the prefabricated wall column (1). The installation groove (11) has limiting clamps (5) on both sides for limiting and locking the I-beam steel connector (7).

2. The prefabricated wall-column connection structure as described in claim 1, characterized in that: The I-beam steel connector (7) has a row of U-shaped stirrups (71) that pass through the through groove (13) and are inserted into the concrete pouring cavity (14) of the prefabricated wall column (1) fixed from top to bottom on the connecting surface. The I-beam steel connector (7) has fixing plates (72) that are inserted into the fixing slots (12) inside the installation groove (11) installed on both sides of the connecting surface.

3. The prefabricated wall-column connection structure as described in claim 1, characterized in that: The prefabricated wall column (1) is equipped with an upper sealing cover plate (2) and a lower sealing cover plate (3) at the top and bottom respectively. Both the upper sealing cover plate (2) and the lower sealing cover plate (3) are fixedly provided with straight steel bars (4) that are inserted into the concrete pouring cavity (14) and mutually limit and abut against the four corners of the inner ring of the U-shaped stirrup (71).

4. The prefabricated wall-column connection structure as described in claim 1, characterized in that: The limiting clamp (5) is limited to slide in the sliding cavity (15) on both sides of the mounting groove (11), and the outer walls on both sides of the prefabricated wall column (1) are threaded with adjusting screws (6) that are threadedly connected to the threaded holes (51) of the limiting clamp (5).

5. The prefabricated wall-column connection structure as described in claim 4, characterized in that: The limiting clamp (5) is driven by the screw (6) to slide out from the sliding cavity (15) and insert into the clamping groove (73) of the I-beam steel connector (7).