Temporary supporting system for ultrahigh cantilever brick wall body
By installing the first and second columns separately, combined with support blocks and fixing seats, and using combined semi-circular rings and socket connections, horizontal and scissor bracing is formed, which solves the problems of troublesome construction and damage to the wall in existing support systems, and achieves the effect of non-destructive installation and efficient reinforcement.
Patent Information
- Application Number
- CN202520384272.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-06
- Publication Date
- 2026-02-27
- Estimated Expiration
- 2035-03-06
AI Technical Summary
Existing temporary wall support structures require pre-drilled holes for installation, which is cumbersome to construct and can easily damage the wall, resulting in poor adaptability.
The first and second columns are installed separately, combined with support blocks and fixing bases. Horizontal support and scissor bracing are formed by horizontal tie rods and inclined tie rods. Locking and reinforcement are carried out using combined semi-circular rings, combined screws and friction pads. The connection of the socket and plug improves stability.
It enables separate installation without damaging the wall, improves the adaptability and stability of the support system, and makes construction simple, safe and efficient.
Smart Images

Figure CN223952328U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the field of wall body support, more specifically, to a kind of temporary support system for superhigh cantilever brick wall. BACKGROUND
[0002] In the construction process of brick wall, in order to ensure safety and stability, temporary support structure is used to assist reinforcement, thereby improving the safety and stability of construction.
[0003] However, the existing wall temporary support structure needs to reserve installation hole position in wall, then combined installation is connected and reinforced after measurement, which is not only troublesome in construction, but also easy to cause damage to wall, poor adaptability, and needs to be improved. SUMMARY
[0004] In view of the problems in the prior art, the utility model aims to provide a kind of temporary support system for superhigh cantilever brick wall, by installing first column and second column in wall, which can be installed and fixed separately, combined with support block and fixed seat for reinforcement, without damaging wall, convenient combination holding, and connecting horizontal tie rod and inclined tie rod, forming horizontal support and scissors support, which can be supported and reinforced after being installed separately, high adaptability.
[0005] To solve the above problems, the utility model adopts the following technical scheme.
[0006] A kind of temporary support system for superhigh cantilever brick wall, including wall, first column is fixedly installed on the side of wall, second column is fixedly connected in the gap position of wall, horizontal tie rod is fixedly connected on the side of second column, support block is fixedly connected on the side of first column, fixed seat is fixedly connected on the other side of first column, arc-shaped slot is arranged on the side of fixed seat and support block, arc-shaped slot is clamped on the outer surface of first column, the outer surface of fixed seat is clamped on the outer surface of support block, fixed head is arranged at both ends of fixed seat, fixed head is fixedly installed on the outer surface of wall by screw, combined semicircle ring is fixedly clamped on the outer surface of first column and second column, inclined tie rod is fixedly welded on the side surface of combined semicircle ring, the other end of inclined tie rod is fixedly connected to the outer surface of second column through combined semicircle ring.
[0007] Further, combined screw is screw-mounted on the side of combined semicircle ring, and combined screw is located on both sides of combined semicircle ring.
[0008] Further, friction pad is fixedly connected to the inner side of combined semicircle ring, and friction pad is tightly connected to the outer surface of first column and second column.
[0009] Further, the transverse pull rod and the inclined pull rod are equidistantly distributed on the surface of the first stand and the second stand, and are arranged up and down along the height of the wall body, and the half circular ring connecting screw and the friction pad can be combined and positioned on the first stand and the second stand by combining the half circular ring connecting screw and the friction pad, can be locked and reinforced, and convenient support connection is achieved, and safety and efficiency are achieved.
[0010] Further, the two ends of the inclined pull rod are provided with the insertion hole, and the plug is clamped in the insertion hole.
[0011] Further, one end of the plug is fixedly connected with the middle rod, and the middle rod is fixedly connected to the upper surface of the inclined pull rod.
[0012] Further, one end of the plug is provided with the elastic notch, and the elastic notch is provided with the opening head on both sides, the opening head is elastically inserted into the insertion hole, the insertion rod and the middle rod are connected through the insertion hole, and the elastic notch and the opening head are combined to be elastically inserted and fixed, so that the inclined pull rod is connected, the structural strength and stability are improved, and installation and use are facilitated.
[0013] Compared with the prior art, the utility model has the advantages that:
[0014] (1) the first stand and the second stand are installed on the wall body, can be fixed in a split mode, are reinforced in combination with the support block and the fixed seat, do not need to damage the wall body, are convenient to combine and hold, and the transverse pull rod and the inclined pull rod are connected to form horizontal support and scissors support, so that the split installation can be supported and reinforced, and the adaptability is high.
[0015] (2) the half circular ring connecting screw and the friction pad can be combined and positioned on the first stand and the second stand by combining the half circular ring connecting screw and the friction pad, can be locked and reinforced, and convenient support connection is achieved, and safety and efficiency are achieved.
[0016] (3) the insertion rod and the middle rod are connected through the insertion hole, and the elastic notch and the opening head are combined to be elastically inserted and fixed, so that the inclined pull rod is connected, the structural strength and stability are improved, and installation and use are facilitated. BRIEF DESCRIPTION OF DRAWINGS
[0017] Figure 1 It is a whole structure schematic view of the utility model;
[0018] Figure 2 It is a first stand connecting partial schematic view of the utility model;
[0019] Figure 3 It is an inclined pull rod connecting partial structure view of the utility model;
[0020] Figure 4 It is a plug partial structure view of the utility model.
[0021] Explanation of reference numerals in the drawings:
[0022] 1 wall, 11 first column, 12 second column, 13 horizontal pull rod, 14 support block, 15 fixed seat, 16 arc-shaped clamping groove, 17 fixed head, 18 screw, 2 combined semicircle ring, 21 inclined pull rod, 22 combined screw, 23 friction pad, 24 jack, 25 plug, 26 intermediate rod, 27 elastic notch, 28 spreading head. DETAILED DESCRIPTION
[0023] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments of the present application. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative work fall within the scope of protection of the present application.
[0024] Please refer to Figure 1 , Figure 2 and Figure 3 , a temporary support system for an ultra-high cantilever brick wall, comprising a wall 1, a first column 11 fixedly installed on the side of the wall 1, a second column 12 fixedly connected at the gap position of the wall 11, a horizontal pull rod 13 fixedly connected on one side of the second column 12, a support block 14 fixedly connected on one side of the first column 1, a fixed seat 15 fixedly connected on the other side of the first column 1, arc-shaped clamping grooves 16 provided on the side surfaces of the fixed seat 15 and the support block 14, the arc-shaped clamping grooves 16 clamped on the outer surface of the first column 11, the fixed seat 15 clamped on the outer surface of the support block 14 on one side, fixed heads 17 provided at both ends of the fixed seat 15, the fixed heads 17 fixedly installed on the outer surface of the wall 1 through screws 18, a combined semicircle ring 2 fixedly clamped on the outer surfaces of the first column 11 and the second column 12, an inclined pull rod 21 fixedly welded on one side surface of the combined semicircle ring 2, and the other end of the inclined pull rod 21 fixedly connected to the outer surface of the second column 12 through the combined semicircle ring 2.
[0025] Please refer to Figure 2 and Figure 3The side surface of the combined half circular ring 2 is threadedly mounted with a combined screw 22, the combined screw 22 is located on both sides of the combined half circular ring 2, the inner side of the combined half circular ring 2 is fixedly connected with a friction pad 23, the friction pad 23 is tightly connected to the outer surface of the first vertical column 11 and the second vertical column 12, the transverse pull rod 13 and the inclined pull rod 21 are distributed at equal intervals on the surface of the first vertical column 11 and the second vertical column 12 and are arranged up and down along the height of the wall body 1, the combined half circular ring is connected with the combined screw and the friction pad, can be combined and positioned on the first vertical column and the second vertical column, can be locked and reinforced, is convenient for supporting connection, is safe and efficient, the two combined half circular rings 2 are clamped to the surface of the first vertical column 11 and the second vertical column 12, are threadedly connected in combination with the combined screws 22 on both sides, can be locked and fixed, are combined and installed in combination with the friction pad 23, thereby the inclined pull rod 21 is connected to the first vertical column 11 and the second vertical column 12, a shear support structure can be formed, and installation is facilitated.
[0026] Please refer to Figure 2 and Figure 4 The two ends of the inclined pull rod 21 are provided with a socket 24, the socket 24 is internally clamped with a plug 25, one end of the plug 25 is fixedly connected with an intermediate rod 26, the intermediate rod 26 is fixedly connected to the upper surface of the inclined pull rod 21, one end of the plug 25 is provided with an elastic notch 27, the two sides of the elastic notch 27 are provided with a prop head 28, the prop head 28 is elastically inserted into the inside of the socket 24, the plug and the intermediate rod are connected through the socket, in combination with the elastic notch and the prop head, can be elastically inserted and fixed, are convenient for connection and fixation, thereby the inclined pull rods are connected, the structural strength and stability are improved, installation is facilitated, when connected, the prop head 28 can be inserted into the inside of the socket 24, can be elastically clamped and positioned, thereby the plug 25 and the intermediate rod 26 are connected, the inclined pull rod 21 can be connected and reinforced, and combination use is facilitated.
[0027] The system is composed of a steel support frame, horizontal supports, scissors braces, and hoop connectors. The steel support frame is connected to the wall body through bolts, while the horizontal supports and scissors braces are used to enhance the stability of the support system. The hoop connectors ensure the tight connection between the support system and the wall body, preventing displacement or deformation of the wall body during construction. This system can effectively support super-high cantilever brick walls, ensuring their safety during internal structure demolition and new construction.
[0028] This support system combines steel frame and hoop connection technology, which can flexibly adapt to brick walls of different heights and thicknesses, solving the problem of traditional support systems that are difficult to adapt to super-high cantilever walls. Through the design of horizontal supports and scissors braces, the overall stability of the support system is enhanced, ensuring that the wall body does not displace or deform during construction. This system is simple to construct and can support without damaging the original wall body, making it suitable for various historical building renovation projects.
[0029] The above merely describes a preferred embodiment of the present application; the scope of protection of the present application is not limited thereto. Any skilled person in the art, according to the technical scheme and improvement concept of the present application, makes equivalent replacement or change within the technical range disclosed by the present application, which should be covered in the scope of protection of the present application.
Claims
1. A temporary support system for ultra-high cantilever brick masonry walls, comprising a wall (1), wherein a first column (11) is fixedly installed on the side of the wall (1), and a second column (12) is fixedly connected at a gap in the wall (1), characterized in that: A horizontal tie rod (13) is fixedly connected to one side of the second column (12), a support block (14) is fixedly connected to one side of the first column (11), and a fixing seat (15) is fixedly connected to the other side of the first column (11). The side of the fixing seat (15) and the support block (14) are provided with arc-shaped slots (16). The arc-shaped slots (16) are engaged with the outer surface of the first column (11). One side of the fixing seat (15) is engaged with the outer surface of the support block (14). The two ends of the fixing seat (15) are provided with fixing heads (17). The fixing heads (17) are fixedly installed on the outer surface of the wall (1) by screws (18). The outer surfaces of the first column (11) and the second column (12) are fixedly engaged with a combined semi-circular ring (2). One side of the combined semi-circular ring (2) is fixedly welded with an inclined tie rod (21). The other end of the inclined tie rod (21) is fixedly connected to the outer surface of the second column (12) through the combined semi-circular ring (2).
2. A temporary support system for ultra-high cantilever brick masonry walls according to claim 1, characterized in that: The side thread of the combined semi-circular ring (2) is threaded with a combined screw (22), which is located on both sides of the combined semi-circular ring (2).
3. A temporary support system for ultra-high cantilever brick masonry walls according to claim 1, characterized in that: A friction pad (23) is fixedly connected to the inner side of the combined semi-circular ring (2), and the friction pad (23) is pressed and connected to the outer surface of the first column (11) and the second column (12).
4. A temporary support system for ultra-high cantilever brick masonry walls according to claim 1, characterized in that: The horizontal tie rods (13) and the inclined tie rods (21) are evenly distributed on the surfaces of the first column (11) and the second column (12), and are arranged vertically along the height of the wall (1).
5. A temporary support system for ultra-high cantilever brick masonry walls according to claim 1, characterized in that: The inclined pull rod (21) has a socket (24) at both ends, and a plug (25) is snapped into the inside of the socket (24).
6. A temporary support system for ultra-high cantilever brick masonry walls according to claim 5, characterized in that: One end of the plug (25) is fixedly connected to an intermediate rod (26), which is fixedly connected to the upper surface of the inclined pull rod (21).
7. A temporary support system for ultra-high cantilever brick masonry walls according to claim 5, characterized in that: One end of the plug (25) is provided with an elastic notch (27), and the two sides of the elastic notch (27) are provided with support heads (28), which are elastically inserted into the inside of the socket (24).