Connecting structure of masonry and wall column
By using threaded connections between the connecting sleeve and the tie bar, the problem of damage to the wall and column structure caused by traditional masonry and wall column connection methods is solved, achieving a stable and safe connection and avoiding irreversible damage and hidden dangers.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-03
- Publication Date
- 2026-03-10
AI Technical Summary
Traditional masonry connection methods damage the main structure of walls and columns, leading to irreversible damage and potential quality issues.
The connecting sleeve and tie bar are connected by threaded connection. The connecting sleeve is pre-embedded in the masonry, and the tie bar is embedded in the mortar between the wall and column blocks after being threadedly connected to the connecting sleeve, thus avoiding drilling and planting of reinforcement bars and reverse tie bar connection.
This avoids damage to the main structure of the wall columns, improves the stability and safety of the connection, and reduces potential quality risks.
Smart Images
Figure CN223984122U_ABST
Abstract
Description
Technical Field
[0001] This application relates to the field of building construction technology, and in particular to a connection structure between masonry and wall columns. Background Technology
[0002] With social development, construction techniques for building projects are constantly being innovated, and the construction of the main concrete structure of walls and columns as well as the secondary structure remains an important part of the project.
[0003] In traditional techniques, the connection between secondary masonry and the main wall and column structure is mostly achieved by drilling holes in the wall and column, installing reinforcing bars, and reverse tying. However, this connection method damages the main wall and column structure, causing irreversible damage and resulting in potential quality problems. Utility Model Content
[0004] To solve or partially solve the problems existing in the related technologies, this application provides a connection structure between masonry and wall columns.
[0005] To achieve the above objectives, this application employs the following technical solution:
[0006] A connection structure between masonry and wall columns includes masonry and a wall column body, wherein the connection structure between masonry and wall columns further includes:
[0007] Connecting sleeves are cast into the masonry.
[0008] Tie bars are embedded in the mortar between the masonry blocks of the wall and column main body;
[0009] The connecting sleeve and the tie bar are respectively provided with internal threads and external threads at one axial end, and the internal and external threads are matched to make the connecting sleeve and the tie bar threadedly connected.
[0010] Optionally, the connecting sleeve is a straight threaded sleeve.
[0011] Optionally, the connecting sleeve has the following specifications: 100mm in length, 8mm in inner diameter, 5mm in wall thickness, and 8mm in diameter for the tie bar.
[0012] Optionally, the end of the connecting sleeve away from the internal thread is provided with a semi-circular hook.
[0013] Optionally, two semicircular hooks are provided symmetrically.
[0014] Optionally, the connecting sleeve is provided with a plurality of barbs along its circumference.
[0015] Optionally, the barbs are made of spring steel.
[0016] The beneficial effects of this application are as follows: In this application, the connecting sleeve is pre-embedded and cast into the masonry. After the tie bar is threadedly connected to the connecting sleeve, it is then embedded in the mortar between the masonry blocks of the wall column body. In this way, the connection method of drilling holes and planting reinforcement bars on the wall column and reverse tie bar is avoided, thereby avoiding damage to the main structure of the wall column and avoiding irreversible damage, thus avoiding potential quality problems.
[0017] It should be understood that the above general description and the following detailed description are exemplary and explanatory only, and do not limit this application. Attached Figure Description
[0018] The above and other objects, features and advantages of this application will become more apparent from the more detailed description of exemplary embodiments thereof in conjunction with the accompanying drawings, wherein the same reference numerals generally represent the same components in the exemplary embodiments thereof.
[0019] Figure 1 This is a front view of the connection structure shown in the embodiments of this application;
[0020] Figure 2 This is a side view of the connection structure shown in an embodiment of this application;
[0021] Figure 3 This is a schematic diagram of the structure of the semi-circular hook shown in the embodiments of this application;
[0022] Figure 4 This is a schematic diagram of the barb structure shown in an embodiment of this application.
[0023] Attached reference numerals: 1. Masonry, 2. Main body of wall and column, 3. Connecting sleeve, 4. Tie bar, 5. Semicircular hook, 6. Barb. Detailed Implementation
[0024] In the description of this application, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc., indicating the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, are only for the convenience of describing this application and 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, and therefore should not be construed as a limitation of this application.
[0025] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one of that feature. In the description of this application, "multiple" means at least two, such as two, three, etc., unless otherwise explicitly specified.
[0026] In this application, unless otherwise expressly specified and limited, the terms "installation," "connection," "linking," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection, an electrical connection, or a connection that allows communication between components; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components, unless otherwise expressly limited. Those skilled in the art can understand the specific meaning of the above terms in this application as appropriate to the specific circumstances.
[0027] In this application, unless otherwise expressly specified and limited, "above" or "below" the second feature can mean that the first feature is in direct contact with the second feature, or that the first feature is in indirect contact with the second feature through an intermediate medium. Furthermore, "above," "on top of," and "over" the second feature can mean that the first feature is directly above or diagonally above the second feature, or simply that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature can mean that the first feature is directly below or diagonally below the second feature, or simply that the first feature is at a lower horizontal level than the second feature.
[0028] In this application, the terms "one embodiment," "some embodiments," "example," "specific example," or "some examples," etc., refer to a specific feature, structure, material, or characteristic described in connection with that embodiment or example, which is included in at least one embodiment or example of this application. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples. Moreover, without contradiction, those skilled in the art can combine and integrate the different embodiments or examples described in this specification, as well as the features of different embodiments or examples.
[0029] Although embodiments of this application have been shown and described above, it is understood that the above embodiments are exemplary and should not be construed as limiting this application. Those skilled in the art can make changes, modifications, substitutions and variations to the above embodiments within the scope of this application.
[0030] The above description is merely an optional embodiment of this application and is not intended to limit this application. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this application should be included within the protection scope of this application.
[0031] To make the objectives, technical solutions, and beneficial effects of this application clearer, the preferred embodiments of this application will be described in detail below with reference to the accompanying drawings, so as to facilitate understanding by those skilled in the art.
[0032] Example 1:
[0033] See Figure 1 and Figure 2 A connection structure between masonry and wall columns, comprising masonry 1 and wall column body 2, wherein the connection structure between masonry and wall columns further includes:
[0034] Connecting sleeve 3 is cast into the masonry 1;
[0035] Tie bar 4 is embedded in the mortar between the blocks of the wall column body 2;
[0036] The connecting sleeve 3 and the tie bar 4 are respectively provided with internal threads and external threads at one axial end, and the internal and external threads are matched to make the connecting sleeve 3 and the tie bar 4 threadedly connected.
[0037] Specifically, the construction begins with the pre-embedding of connecting sleeves 3 during the reinforcement binding stage of the wall and column concrete structure. The anchoring position of the tie bars 4 during the construction of the wall and column main body 2 is determined based on the elevation. Connecting sleeves 3 are reserved at 500mm intervals along the height direction of the masonry 1 and are securely fixed to the structural reinforcement. During the concrete pouring process, the opening of the connecting sleeves 3 needs to be sealed to prevent debris from entering. During the subsequent masonry construction of the wall and column main body 2, the bottom layer of masonry blocks is laid first. When the masonry reaches the pre-embedded connecting sleeves 3, a tie bar 4 with one end processed with a straight thread is rotated and anchored into the mortar between the masonry blocks of the wall and column main body 2, and the bricklaying continues upwards.
[0038] In this application, the connecting sleeve 3 is pre-embedded and cast into the masonry 1. After the tie bar 4 is threadedly connected to the connecting sleeve 3, it is then embedded in the mortar between the masonry blocks of the wall column body 2. In this way, the connection method of drilling holes and planting reinforcement bars on the wall column and reverse tie bar is avoided, thereby avoiding damage to the main structure of the wall column and avoiding irreversible damage, thus avoiding potential quality problems.
[0039] Example 2:
[0040] Based on Embodiment 1, optionally, the connecting sleeve 3 is a straight thread sleeve.
[0041] Specifically, straight thread connections offer high strength. In straight thread connections, the contact surface between the thread teeth is large and uniform, enabling them to withstand greater tensile and compressive forces. In steel reinforcement connections within the construction industry, straight thread sleeve connections allow the strength at the joint of the tie bar 4 to approach or even exceed the strength of the tie bar 4 itself, ensuring structural stability and safety. Straight thread processing is simple, and the tooth profile and dimensions can be precisely controlled, resulting in more accurate fit between the connectors and reducing connection loosening issues caused by thread errors. Thus, the straight thread connection between the tie bar 4 and the connecting sleeve 3 ensures the connection strength between the masonry 1 and the wall / column main body 2, enhancing the stability of the connection.
[0042] Optionally, the connecting sleeve 3 has the following specifications: 100mm in length, 8mm in inner diameter, 5mm in wall thickness, and the tie bar 4 has a diameter of 8mm.
[0043] Specifically, the inner diameter of the connecting sleeve 3 is the same as the diameter of the tie bar 4 to facilitate their connection and fitting; the connecting sleeve 3 is 100mm long, which ensures that its non-threaded section has sufficient length to be embedded in the masonry 1, while the threaded section also has sufficient length to be threadedly connected to the tie bar 4. The larger threaded contact area can improve the connection strength; the wall thickness of the connecting sleeve 3 is 5mm to ensure that the sleeve has sufficient strength to withstand the tension or pressure when the tie bar 4 is connected, and to avoid deformation or breakage.
[0044] Example 3:
[0045] See Figure 3 Based on the above embodiments, optionally, the end of the connecting sleeve 3 away from the internal thread is provided with a semi-circular hook 5.
[0046] Specifically, the semi-circular hook 5 increases the mechanical interlocking effect between the connecting sleeve 3 and the concrete, thereby improving the anchoring performance of the connecting sleeve 3 in the concrete and preventing the connecting sleeve 3 from being pulled out of the concrete when under stress, thus improving the connection stability and reliability of the masonry 1 and the wall column body 2.
[0047] Optionally, two semicircular hooks 5 are provided symmetrically.
[0048] Specifically, the two semi-circular hooks 5 are symmetrical about the axis of the connecting sleeve 3. This symmetrical arrangement can counteract torque, achieve mechanical balance, prevent the connecting sleeve 3 from rotating, and adapt to combined loads. The symmetrical arrangement can also double the mechanical interlocking area, thereby increasing the anchoring force. In this way, the connection stability and reliability of the masonry 1 and the wall column body 2 are further improved.
[0049] Example 4:
[0050] See Figure 4 Based on the above embodiments, optionally, the connecting sleeve 3 is provided with a plurality of barbs 6 along its circumference.
[0051] Specifically, the barbs 6 form a one-way locking structure, strengthening the mechanical interlocking. When the connecting sleeve 3 is under tension, the barbs 6 embed into the surrounding concrete, generating a mechanical locking effect similar to a "fishhook," preventing the connecting sleeve 3 from being pulled out along the axial direction. The barbs 6 increase the contact area between the connecting sleeve 3 and the concrete medium, significantly increasing the frictional force under the same axial tensile force, thereby enhancing the anchoring force. In this way, by preventing the connecting sleeve 3 from coming out through the barbs 6, the connection stability and reliability of the masonry 1 and the wall column body 2 are improved.
[0052] Optionally, the barbs 6 are made of spring steel.
[0053] Specifically, during installation, the barbs 6 are elastically compressed by the concrete. After the concrete hardens, the barbs 6 rebound and embed into the concrete pores, forming a composite anchoring system of "barbs-concrete mechanical interlocking + elastic pre-tightening force". In this way, the connection stability and reliability of the masonry 1 and the wall column 2 are further improved.
[0054] In addition, spring steel has a short springback response time, which can form an effective anchor without waiting for material creep; the deformation compatibility of spring steel allows the barbs 6 to maintain geometric integrity under complex stress, such as maintaining an anchoring efficiency of more than 85% under temperature changes.
[0055] It should be noted that the structures and / or installation methods not detailed in this application are those that can be known by those skilled in the art in combination with common knowledge and / or prior art, and are not the focus of this application, and will not be elaborated further here.
[0056] Finally, it should be noted that the above preferred embodiments are only used to illustrate the technical solutions of this application and are not intended to limit it. Although this application has been described in detail through the above preferred embodiments, those skilled in the art should understand that various changes can be made to it in form and detail without departing from the scope defined by the claims of this application; the dimensions of the drawings are not related to the specific physical object, and the physical object dimensions can be arbitrarily changed.
Claims
1. A structure for connecting a masonry to a wall column, comprising a masonry (1) and a wall column body (2), characterized in that, The connecting structure of the masonry and the wall column further comprises: a connecting sleeve (3) connected to the masonry (1) by pouring; a tie bar (4) embedded in the mortar between the masonry blocks of the wall column body (2); wherein an inner thread and an outer thread are respectively arranged at an axial end of the connecting sleeve (3) and the tie bar (4), and the inner thread and the outer thread are matched to enable the connecting sleeve (3) and the tie bar (4) to be threadedly connected; the connecting sleeve (3) is a straight thread sleeve; the connecting sleeve (3) has a length of 100 mm, an inner diameter of 8 mm, and a wall thickness of 5 mm, and the tie bar (4) has a diameter of 8 mm; an end of the connecting sleeve (3) away from the inner thread is provided with a semicircular hook (5); the semicircular hook (5) is symmetrically provided with two; the connecting sleeve (3) is provided with a plurality of barbs (6) along a circumferential direction thereof; the barbs (6) are made of spring steel.