A basement bracing structure
By installing upper tie columns and lower support columns between the supporting short columns and the retaining columns, and adding reinforcing blocks and support plates to the retaining plates, the problem of insufficient bending resistance of the basement replacement support structure was solved, the bending resistance of the supporting short columns and the supporting capacity of the shear wall were improved, and construction safety was ensured.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- WUHAN MUNICIPAL CONSTR GROUP
- Filing Date
- 2025-07-17
- Publication Date
- 2026-07-14
AI Technical Summary
The existing basement bracing structure has low bending resistance when subjected to lateral tensile forces, which makes the short supporting columns prone to breakage and results in low safety.
A support column is connected to the end of the supporting short column away from the shear wall, and the top and bottom of the supporting short column are supported by upper tie columns and lower support columns respectively to enhance its bending resistance. At the same time, reinforcing blocks and support plates are set on both sides of the support plate to improve the connection tightness and structural strength.
This effectively improves the bending resistance of the supporting short columns, prevents breakage, enhances the supporting capacity and structural stability of the shear wall, and ensures construction safety.
Smart Images

Figure CN224495145U_ABST
Abstract
Description
Technical Field
[0001] This application relates to the field of building construction, and more specifically, to a basement support replacement structure. Background Technology
[0002] Basement scaffolding is a structural component used to support and fix the basement structure. It is usually used in conjunction with the main I-beam to ensure stability and safety during basement construction. After the basement construction is completed, the scaffolding needs to be dismantled for subsequent backfilling. When dismantling the scaffolding, a reinforced structure is needed to support the shear wall.
[0003] However, existing basement support structures can generally only withstand lateral tensile forces and have low bending resistance in actual use, which leads to the risk of breakage of the reinforced concrete columns during use and results in low safety. Utility Model Content
[0004] The purpose of this application is to provide a basement support structure that can effectively improve the bending resistance of the support short column in the vertical direction, prevent the support short column from breaking due to low bending resistance, and improve the support capacity of the support column for the shear wall.
[0005] This application is implemented as follows:
[0006] This application provides a basement bracing structure, including a basement slab, a shear wall connected to the top of the basement slab, and an inner beam located within the shear wall. Multiple short supporting columns are connected to one side of the inner beam. Each short supporting column is connected to a support column at the end away from the shear wall. The bottom of the support column extends to the bottom of the basement slab and is connected to the basement slab. Adjacent support columns are connected by support plates. The top of each short supporting column is connected to the corresponding support column by an upper tie column and a lower support column, respectively.
[0007] In some alternative implementations, multiple reinforcing blocks are provided on both sides of the support plate, and each reinforcing block is connected to a support column.
[0008] In some alternative implementations, the reinforcing blocks are symmetrically arranged on both sides of the support plate, with each pair of reinforcing blocks spaced apart along the height direction of the support plate.
[0009] In some alternative implementations, the support plate has protrusions on both sides to form multiple support plates, and each support plate has two reinforcing blocks arranged at intervals along the height direction at both ends.
[0010] In some alternative implementations, each support column has a reinforcing column connecting its bottom outer wall to the bottom surface of one end of the base plate.
[0011] In some alternative implementations, at least one connecting block connects two adjacent support stubs.
[0012] In some alternative implementations, the base plate is connected to multiple support columns, with the bottom of each support column connected to the top of at least one support column.
[0013] In some alternative implementations, a pressure sensor is provided between the top of at least one support column and the bottom of the support short column.
[0014] The beneficial effects of this application are as follows: The basement bracing structure provided by this application includes a base slab, a shear wall connected to the top of the base slab at its bottom, and an inner beam located within the shear wall. Multiple short supporting columns are connected to one side of the inner beam. Each short supporting column has a support column connected to its end away from the shear wall. The bottom of the support column extends below the base slab and connects to the basement base slab. Adjacent support columns are connected by support plates. The top and bottom of each short supporting column are connected to the corresponding support column via upper tie columns and lower support columns, respectively. The basement bracing structure provided by this application effectively improves the vertical bending resistance of the short supporting columns by setting upper tie columns and lower support columns on the support columns connected to the short supporting columns, thereby preventing the short supporting columns from breaking due to low bending resistance and improving the support capacity of the support columns for the shear wall. Attached Figure Description
[0015] To more clearly illustrate the technical solutions of the embodiments of this application, the accompanying drawings used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of this application and should not be regarded as a limitation of the scope. For those skilled in the art, other related drawings can be obtained based on these drawings without creative effort.
[0016] Figure 1 This is a structural schematic diagram of the basement support replacement structure provided in Embodiment 1 of this application;
[0017] Figure 2 This is a schematic diagram of a partial connection structure of the support columns, support plates, reinforcing blocks, and support plates in the basement replacement structure provided in Embodiment 2 of this application;
[0018] Figure 3 This is a schematic diagram of the basement support replacement structure provided in Embodiment 3 of this application.
[0019] In the diagram: 100, base plate; 110, shear wall; 120, internal beam; 130, supporting short column; 140, support column; 150, upper tie column; 160, lower support column; 170, support plate; 180, reinforcing block; 190, support plate; 200, reinforcing column; 210, connecting block; 220, support column; 230, pressure sensor. Detailed Implementation
[0020] To make the objectives, technical solutions, and advantages of the embodiments of this application clearer, the technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. The components of the embodiments of this application described and shown in the accompanying drawings can generally be arranged and designed in various different configurations.
[0021] Therefore, the following detailed description of the embodiments of this application provided in the accompanying drawings is not intended to limit the scope of the claimed application, but merely to illustrate selected embodiments of the application. All other embodiments obtained by those skilled in the art based on the embodiments of this application without inventive effort are within the scope of protection of this application.
[0022] It should be noted that similar labels and letters in the following figures indicate similar items. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.
[0023] In the description of this application, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, or the orientation or positional relationship commonly used when the product of this application is in use. They 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 on this application. In addition, the terms "first," "second," and "third," etc., are only used to distinguish descriptions and should not be construed as indicating or implying relative importance.
[0024] Furthermore, terms such as "horizontal," "vertical," and "sag" do not imply that components must be absolutely horizontal or suspended, but rather that they can be slightly tilted. For example, "horizontal" simply means that its direction is more horizontal relative to "vertical," and does not mean that the structure must be completely horizontal, but can be slightly tilted.
[0025] In the description of this application, it should also be noted that, unless otherwise expressly specified and limited, the terms "set up," "install," "connect," and "link" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this application based on the specific circumstances.
[0026] In this application, unless otherwise expressly specified and limited, "above" or "below" the second feature can include direct contact between the first and second features, or contact between the first and second features through another feature between them. Furthermore, "above," "over," and "on top" of the second feature includes the first feature being directly above or diagonally above the second feature, or simply indicates that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature includes the first feature being directly below or diagonally below the second feature, or simply indicates that the first feature is at a lower horizontal level than the second feature.
[0027] The features and performance of the basement bracing structure of this application will be further described in detail below with reference to embodiments.
[0028] Example 1
[0029] like Figure 1 As shown, this application embodiment provides a basement support structure, including a basement slab 100, a shear wall 110 connected to the top of the basement slab 100, and an inner beam 120 disposed within the shear wall 110. Twelve horizontally arranged short support columns 130 are connected to one side of the inner beam 120. The twelve short support columns 130 are spaced apart along the length of the shear wall 110. Each short support column 130 is connected to a vertically arranged support column 140 at the end away from the shear wall 110. The bottom of the support column 140 extends to the bottom of the basement slab 100 and is connected to the basement floor slab. Adjacent support columns 140 are connected by support plates 170. The top and bottom surfaces of the support plates 170 are flush with the top and bottom surfaces of the two connected support columns 140, respectively. The top and top middle of each short support column 130 are connected to the outer wall of the corresponding support column 140 by an upper pull column 150 and a lower support column 160, respectively. A connecting block 210 is connected between two adjacent support short columns 130, and the connecting block 210 is connected to the middle of the corresponding support short column 130.
[0030] Sixteen reinforcing blocks 180 are provided on both sides of the support plate 170. The sixteen reinforcing blocks 180 are arranged symmetrically in eight groups on each side of the support plate 170. The eight groups of reinforcing blocks 180 are spaced apart along the height direction of the support plate 170. Two reinforcing blocks 180 in each group are connected to two adjacent support columns 140. The bottom outer wall of each support column 140 is connected to a reinforcing column 200 between it and the bottom surface of one end of the base plate 100. Twelve reinforcing columns 200 are spaced apart along the length direction of the shear wall 110.
[0031] The basement support structure provided in this application embodiment connects support columns 140 to the ends of each support short column 130 away from the shear wall 110, and connects adjacent support columns 140 through support plates 170. Each support short column 130 is connected to its corresponding support column 140 at its top and bottom via upper pull columns 150 and lower support columns 160, respectively. The upper pull columns 150 generate upward tension on the middle of the support short column 130, while the lower support columns 160 provide upward support to the bottom middle of the support short column 130. This effectively improves the bending resistance of the support short columns 130, preventing breakage due to low bending resistance and ensuring stable and reliable support performance of the support columns 140 on the shear wall 110 through the support short columns 130.
[0032] A connecting block 210 connects two adjacent support columns 130. The connecting block 210 is connected to the middle of the corresponding support column 130, which can connect the support columns 130 into a whole, effectively improving the support performance and stability of the support columns 130. Eight sets of reinforcing blocks 180 are arranged at intervals along the height direction on both sides of the support plate 170. Each set of reinforcing blocks 180 is symmetrically arranged and connected to two adjacent support columns 140. The reinforcing blocks 180 can improve the connection tightness between the support plate 170 and the support columns 140, and improve the mechanical properties and structural strength of the whole formed by the support plate 170 and the support columns 140.
[0033] By connecting a reinforcing column 200 to the bottom of each supporting short column 130 and then to the bottom of the base plate 100, the reinforcing column 200 can apply an upward pulling force to support the support column 140, thereby preventing the support column 140 from sinking due to excessive force during use, and preventing the supporting short column 130 from breaking due to sinking of the support column 140, which would affect its supporting function on the shear wall 110.
[0034] Example 2
[0035] like Figure 2 As shown, this application embodiment provides a basement support replacement structure, which is roughly the same as the basement support replacement structure provided in embodiment 1. The difference is that in this embodiment, the two sides of the support plate 170 respectively protrude to form spaced support plates 190, and a support plate 190 is connected between every two reinforcing blocks 180 spaced apart along the height direction.
[0036] The basement support replacement structure provided in this application provides a support plate 190 connected between two reinforcing blocks 180 spaced apart along the height direction, and one side of the support plate 190 is connected to the support plate 170 to form a whole. The support plate 190 and the reinforcing blocks 180 can be used to connect different positions of the support column 140 together, effectively improving the overall bending resistance and support capacity of the support column 140.
[0037] Example 3
[0038] like Figure 3 As shown, this application embodiment provides a basement support replacement structure, which is roughly the same as the basement support replacement structure provided in embodiment 1. The difference is that in this embodiment, the top surface of the base plate 100 is connected to twelve support columns 220 arranged at intervals along the length of the shear wall 110. The bottom of each support short column 130 is connected to the top of a support column 220, and a pressure sensor 230 is provided between the top of one support column 220 and the bottom of the support short column 130.
[0039] The basement support structure provided in this embodiment connects support columns 220 between the bottom of each support column 140 and the base plate 100, which can further support the support short column 130 by using the support columns 220, thereby improving the bending resistance of the support short column 130. At the same time, a pressure sensor 230 is provided between the top of a support column 220 and the bottom of the support short column 130, which can detect the stress at the bottom of the support short column 130, thereby monitoring the working status of the support short column 130 and preventing the support short column 130 from failing to respond in time when it bends due to excessive force.
[0040] The embodiments described above are some, but not all, of the embodiments of this application. The detailed description of the embodiments of this application is not intended to limit the scope of the claimed application, but merely to illustrate selected embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of this application without inventive effort are within the scope of protection of this application.
Claims
1. A basement bracing structure comprising a floor, a shear wall connected to the top of the floor at the bottom, and an inner beam provided in the shear wall, characterized in that, The inner beam is connected with a plurality of support short columns, each of which is connected with a support column at one end away from the shear wall, the bottom of the support column extends to the bottom plate below and is connected with the basement bottom plate, two adjacent support columns are connected through a support plate, and the top of each support short column is connected with the corresponding support column through an upper pull column and a lower support column.
2. The basement bracing structure according to claim 1, characterized by The support plate is provided with a plurality of reinforcing blocks on both sides, and each reinforcing block is connected with a support column.
3. The basement bracing structure according to claim 2, characterized by The reinforcing blocks are symmetrically arranged on both sides of the support plate and are spaced apart in the height direction of the support plate.
4. The basement bracing structure according to claim 3, characterized by The support plate is provided with a plurality of support plates on both sides, and the two ends of each support plate are connected with two reinforcing blocks arranged in the height direction.
5. The basement bracing structure according to claim 1, characterized by The bottom outer wall of each support column is connected with the bottom surface of one end of the bottom plate through a reinforcing column.
6. The basement bracing structure according to claim 1, characterized by At least one connecting block is connected between two adjacent support short columns.
7. The basement bracing structure according to claim 1, characterized by The bottom plate is connected with a plurality of support columns, and the bottom of each support short column is connected with the top of at least one support column.
8. The basement bracing structure according to claim 7, characterized by A pressure sensor is arranged between the top of at least one support column and the bottom of the support short column.