A corbel structure and use method thereof
By adopting columns, beams and connecting components with slots in the bull leg beam structure, and setting side plates and buffer structures, the problem of cross beam deformation when bearing uneven forces is solved, and a more stable and safe shelf structure is achieved .
Patent Information
- Application Number
- CN201911183021.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2019-11-27
- Publication Date
- 2025-02-25
- Estimated Expiration
- 2039-11-27
AI Technical Summary
The beams of the existing bull leg beam structure are prone to deform when they bear uneven forces or large forces, and the connections will also deform during long-term use, affecting the stability and safety of the shelf.
A column, a beam and a connecting member with a slot are adopted. The connecting member includes a connecting plate, a flange plate and an L-shaped plate. The cross beam is installed on the flange plate and a side plate is provided to balance the stress. The connecting members are connected by snaps and bolts to ensure a stable connection between the beam and the column.
Effectively prevent deformation at the edges and connections of the beams, improve the stability and safety of the shelf, and ensure that deformation is not prone to long-term use.
Smart Images

Figure CN110884811B_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the field of storage technology, and in particular to a corbel structure and a use method thereof. Background Art
[0002] Warehousing is an indispensable part of logistics. In order to improve storage efficiency, shelves are now mostly used to store products. The main frame of the shelf is mostly a corbel structure. There is an existing corbel structure in which a crossbeam is installed on a column. The crossbeam is an angle steel structure, and the crossbeam is connected to the column by a clip. Since the crossbeam is an angle steel structure, the edge of the crossbeam is easily deformed when it is subjected to non-uniform force or a uniform and large force, and the crossbeam structure in the form of an angle steel is connected by a clip connection during long-term use, which affects the stability of the shelf and the safety of use. Summary of the invention
[0003] 1. Technical issues to be resolved
[0004] In view of the above, the problem to be solved by the present invention is the deformation of the edge of the beam when the force is uneven or large, and the deformation problem that the structure of the beam and the column and the connection method may occur during long-term use.
[0005] (II) Technical solution
[0006] In order to solve the technical problem, the present invention provides a corbel beam structure and a method for using the same, which has the characteristics that the crossbeam is not easily deformed, and the crossbeam and column structure and the connection method thereof are also not easily deformed.
[0007] The present invention provides a corbel structure, comprising a column with a plurality of slots, a crossbeam, and a connecting member, wherein the connecting member is mounted on the column, the connecting member is provided with a flange plate, and the crossbeam is mounted on the flange plate; the crossbeam is symmetrically provided with side plates;
[0008] The connection method of connecting the crossbeam to the column using a connecting member has a good stress-bearing method, and the crossbeam is provided with a side plate. During long-term use, the edge of the crossbeam or the connection of the connecting member will not be deformed due to uneven force or large force. The structure and the connection method of the structure of the present invention are more stable and safer.
[0009] A corbel beam structure provided by the present invention can be further configured as the connecting component including a connecting plate, a flange plate, and an L-shaped plate, the connecting plate, the flange plate and the L-shaped plate are integrally formed, and a buffer is provided at the connection between the flange plate and the connecting plate; the flange plate is located in the middle of the connecting plate, and the L-shaped plate is located at the lower end of the connecting plate.
[0010] The corbel beam structure provided by the present invention can be further configured such that vertical short plates are provided at both ends of the cross beam, the extension direction of the vertical short plates is opposite to the side plates, and the extension length is less than the width of the flange plates and greater than the length of the side plates.
[0011] The corbel beam structure provided by the present invention can be further configured such that vertical plates are further provided at both ends of the cross beam, the vertical plates respectively extend with the cross beam as the center, and the width of the vertical plates is equal to the width of the flange plate.
[0012] The corbel beam structure provided by the present invention can be further configured such that a plurality of clips are evenly distributed on the connecting plate, and the connecting plate is installed on the column through the clips; the extension length of the flange plate is greater than the extension length of the L-shaped plate, and the width of the L-shaped plate is equal to the width of the connecting plate.
[0013] The corbel beam structure provided by the present invention can be further configured such that the installation method of the cross beam and the connecting member is bolt connection, a plurality of [-shaped grooves are arranged on the flange plate, and a bolt hole is arranged at a position of the cross beam close to the vertical short plate.
[0014] The corbel beam structure provided by the present invention can be further configured such that the installation method of the crossbeam and the connecting member is a snap-on structure, and snap-on grooves are evenly distributed horizontally on the vertical short sides of the crossbeam, and snap-ons are evenly distributed horizontally on the flange plates.
[0015] The present invention also includes a method for using a corbel structure, including:
[0016] S1. Install one side of the connecting member on the fixed column:
[0017] Find a slot of suitable height on the fixed column, insert the buckle on the connecting plate that matches the slot into the slot to initially fix the connecting plate, and then make further bolt connections through the reserved through holes on the connecting plate and the column;
[0018] S2. Install the beam at one end of the connecting member:
[0019] Install one end of the beam on the flanged plate of the connecting member and lay the beam flat;
[0020] S3. Install the other side connection components on the fixed column:
[0021] Find a slot that is symmetrical to S1 in height, insert the buckle on the connecting plate that matches the slot into the slot to initially fix the connecting plate, and then make further bolt connections through the connecting plate and the through holes reserved on the column; and dock the other end of the beam;
[0022] S4. Install the beam at the other end of the connecting member:
[0023] Install the other end of the beam on the flange plate of the connecting member to complete the installation.
[0024] Furthermore, the S2 or S4 is installed by bolt connection: when vertical short plates are provided at both ends of the beam, a plurality of [-shaped grooves are welded on the flanged plate of the connecting member, the vertical short plates of the beam are placed on the [-shaped grooves, bolt holes are reserved on the inner side of the beam near the vertical short plates, and the beam is fixed to the connecting member by bolt connection.
[0025] Furthermore, the S2 or S4 adopts a snap-on installation method: when vertical plates are provided at both ends of the beam, a snap is provided on the flange plate of the connecting member, and a slot is provided on the vertical plate, and the snap is snapped into the slot.
[0026] (III) Beneficial effects
[0027] 1. The connecting member of the present invention includes a connecting plate, a flange plate, and an L-shaped plate. The connecting plate and the flange plate are integrally formed, and a buffer is provided at the connection between the flange plate and the connecting plate. Different from a simple angle steel directly connected to the column, the setting of the connecting member of the present invention can better improve the force path and ensure that the connection between the beam and the column will not be deformed and is stable during long-term use.
[0028] 2. The crossbeam of the present invention is provided with a side plate structure, and the provision of the side plate can balance the problem of deformation of the crossbeam edge caused by uneven force on the crossbeam edge or excessive force.
[0029] 3. The connection between the crossbeam and the connecting member of the present invention is detachable, and the detachable connection is convenient for later maintenance, replacement or transportation.
[0030] 4. The two ends of the crossbeam of the present invention have two setting modes, which are more diversified and more practical. BRIEF DESCRIPTION OF THE DRAWINGS
[0031] Figure 1 It is a schematic diagram of a corbel structure;
[0032] Figure 2 is a schematic diagram of the connecting component structure;
[0033] Figure 3 This is a schematic diagram of the installation of a beam with a vertical short plate;
[0034] Figure 4 This is a schematic diagram of the installation of a beam with a vertical plate;
[0035] To express clearly Figure 3 as well as Figure 4 The structure in the middle is partially enlarged;
[0036] Among them: 100, column; 101, slot; 200, connecting member; 201, connecting plate; 202, flanged plate; 203, L-shaped plate; 300, beam; 301, side plate; 302, vertical short plate; 303, vertical plate; 320, [-shaped slot; 321, buckle. DETAILED DESCRIPTION
[0037] The following is combined with Figure 1-4 The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention.
[0038] Embodiment 1: Figure 1 A corbel structure includes a column 100, a crossbeam 300, and a connecting member 200; the connecting member 200 is installed on the column 100, and the crossbeam 300 is installed on the connecting member 200; the crossbeam 300 is closely attached to the connecting member 200;
[0039] like Figure 1-4 Specifically, the column 100 is a rectangular column with an opening, and the three unopened sides of the column 200 are evenly distributed with slots 101, and the slots 101 are evenly arranged from top to bottom along the surface of the column 100; the connecting member 200 is installed on the column 100 through the slots 101.
[0040] The connecting member 200 includes a connecting plate 201, a flanged plate 202, and an L-shaped plate 203. The connecting plate 201, the flanged plate 202, and the L-shaped plate 203 are integrally formed, and a buffer is provided at the connection between the flanged plate 202 and the connecting plate 201, and an arc buffer is provided; the flanged plate 202 is located in the middle of the connecting plate 201, and the L-shaped plate 203 is located at the lower end of the connecting plate 201; a plurality of buckles 321 are evenly distributed on the connecting plate 201, and the connecting plate 201 is installed on the column 100 through the buckles 321; the extension length of the flanged plate 202 is greater than that of the L-shaped plate 203 The extension length of the L-shaped plate 203 is equal to the width of the connecting plate 201; the design of the integrally formed flanged plate 202 and the L-shaped plate 203 of the connecting member 200 can change the force path and better decompose the force effect, so that the beam 300 installed on the column 100 through the connecting member 200 will not overturn or deform when carrying heavy objects.
[0041] Specifically, the connecting member 200 is installed on the slot 101 of the column 100 through the buckle 321 located on the connecting plate to achieve fixed installation of the connecting member 200; and after the installation is completed, bolt installation is performed again for further reinforcement installation.
[0042] The cross beam 300 is symmetrically provided with side panels 301. The provision of the side panels 301 can prevent the problem of deformation caused by concentrated force on the edge of the cross beam 300 due to uneven placement of heavy objects.
[0043] Vertical short plates 302 are also provided at both ends of the crossbeam 300. The extension direction of the vertical short plates 302 is opposite to that of the side plates 301. The extension length is less than the width of the flange plate 202 and greater than the length of the side plates 301.
[0044] In conjunction with the vertical short plate 302, the crossbeam 300 and the connecting member 200 are installed by bolt connection, a plurality of [-shaped grooves 320 are arranged on the flange plate 202, and the [-shaped grooves 320 are welded to the inner side of the flange plate 202, and bolt holes are arranged at the position of the crossbeam 300 close to the vertical short plate 302;
[0045] The cross beam 300 is placed on the [-shaped groove 320, and the cross beam 300 is bolted to the connecting member 200 through the bolt holes;
[0046] A method for using a corbel beam, comprising:
[0047] S1. First install one side connection member 200 on the fixed column 100:
[0048] The column 100 can be installed on the hammer-shaped bottom plate or directly fixed on the ground by connecting bolts to achieve a fixing effect. First, install the column 100 on one side, with the open side of the column 100 facing the direction of the column 100 to be installed on the other side; after installing the column 100 on one side, reasonably set the distance between adjacent layers according to the required number of installation layers, and then start to install the connecting member 200, and insert the buckle on the connecting member 200 into the card slot 101 on the column 100 from top to bottom along the surface of the column 100 to complete the preliminary installation, and then further bolt fixation is performed to further ensure that the connecting member 200 is firmly installed on the column 100;
[0049] S2. Install the crossbeam 300 at one end of the connecting member 200:
[0050] The two ends of the cross beam 300 are vertical short plates 302, and the inner side of the flange plate 202 of the connecting member 200 has a plurality of [-shaped grooves 320; the vertical short plates 302 at the two ends of the cross beam 300 are closely attached to the inner side of the flange plate 202;
[0051] Place one end of the crossbeam 300 on the [-shaped groove 320, align the positions, and fix it to the [-shaped groove 320 through the bolt holes preset on the side of the crossbeam 300 close to the vertical short plate 302. During the fixing and installation process, the crossbeam 300 remains horizontal. After the fixing and installation is completed, according to the length of the crossbeam 300, follow the installation method of the column 100 described in S1 to fix and install the column 100 on the other side.
[0052] S3. Install the other side connecting member 200 on the fixed column 100:
[0053] Find the position of the slot 101 of the column 100 corresponding to the horizontal position of the beam 300, and fix the connecting member 200 on the column 100 through the buckle 321 on the connecting plate 201 on the connecting member 200. After the installation is completed, further reinforce the installation with bolts;
[0054] S4. Install the crossbeam 300 at the other end of the connecting member 200:
[0055] Place the other end of the crossbeam 300 on the [-shaped groove 320 and align it closely against the inner side of the flange plate 202, and then fix it to the [-shaped groove 321 through the bolt holes preset on the side of the crossbeam 300 close to the vertical short plate 302 to complete the installation work. The same method is used to complete all the installation work layer by layer according to the required number of layers.
[0056] After completing all the above installation work, install the layer plate on the cross beam 300 of the completed corbel beam and put it into use.
[0057] Embodiment 2: The difference between Embodiment 1 and Embodiment 1 lies in that the structure of the crossbeam is different and the corresponding installation method of the crossbeam is also different, as follows:
[0058] In the first embodiment, the two ends of the crossbeam 300 are provided with vertical short plates 302. In this embodiment, the two ends of the crossbeam are provided with vertical plates 303, that is:
[0059] Vertical plates 303 are provided at both ends of the crossbeam 300. The vertical plates 303 extend respectively with the crossbeam 300 as the center. The width of the vertical plates 303 is equal to the width of the flange plate 202.
[0060] In conjunction with the vertical plate 303, the installation method of the crossbeam 300 and the connecting member 300 is a buckle structure, the vertical plate 303 of the crossbeam 300 is evenly provided with slots horizontally, and the flange plate 202 is evenly provided with buckles 321 horizontally;
[0061] After the connecting member 200 is installed on one side column 100 , the crossbeam 300 is inserted into the buckle 321 through the slot of the vertical plate 303 to complete the installation, and then the position of the connecting member 200 of the other side column 100 is docked for further installation.
[0062] In the method of use, when the two ends of the crossbeam 300 are set as vertical plates 303:
[0063] S1, the same as the above embodiment 1;
[0064] S2. Install the crossbeam 300 at one end of the connecting member 200:
[0065] The two ends of the beam 300 are provided with vertical plates 303. At this time, the inner side of the flange plate 202 of the connecting member 200 has a plurality of horizontally arranged buckles 321. The vertical plates 303 at the two ends of the beam 300 are closely attached to the inner side of the flange plate 202.
[0066] A plurality of slots 101 are horizontally arranged at the middle and upper positions of the vertical plates 303 at both ends of the beam 300. The slots 101 are aligned with the buckles 321, and the buckles 321 are inserted into the slots 101 to complete the installation of one end of the beam 300. The beam 300 is kept horizontal during the installation process. After the installation is completed, the position of the column 100 on the other side is determined according to the length of the beam 300, and the column 100 on the other side is fixed and installed according to the installation method of the column 100 described in S1.
[0067] S3, the same as the above implementation one;
[0068] S4. Install the crossbeam 300 at one end of the connecting member 200:
[0069] The plurality of slots 101 at the other end of the beam 300 are aligned with the plurality of buckles 321, and the buckles 321 are inserted into the slots 101 to complete the installation of the other end of the beam 300, and the installation work is completed. The same method is used to complete all installation work layer by layer according to the required number of layers.
[0070] In summary, the above-mentioned embodiments are not limitative embodiments of the present invention, and any modifications or equivalent variations made by those skilled in the art on the basis of the essential contents of the present invention are within the technical scope of the present invention.
Claims
1. A corbel structure, characterized in that: The corbel structure includes a column with a plurality of slots, a crossbeam, and a connecting member, wherein the connecting member is mounted on the column, the connecting member is provided with a flange plate, and the crossbeam is mounted on the flange plate; the crossbeam is symmetrically provided with side plates; The connecting member comprises a connecting plate, a flange plate and an L-shaped plate, wherein the connecting plate, the flange plate and the L-shaped plate are integrally formed, and a buffer is provided at the connection between the flange plate and the connecting plate; the flange plate is located in the middle of the connecting plate, and the L-shaped plate is located at the lower end of the connecting plate; Vertical short plates are also provided at both ends of the crossbeam, the extension direction of the vertical short plates is opposite to that of the side plates, and the extension length is less than the width of the flange plate and greater than the length of the side plates; The installation method of the cross beam and the connecting member is bolt connection, a plurality of [-shaped grooves are arranged on the flange plate, and a bolt hole is arranged at a position of the cross beam close to the vertical short plate; The method for using the corbel structure includes: S1. Install one side of the connecting member on the fixed column: Find a slot of suitable height on the fixed column, insert the buckle on the connecting plate that matches the slot into the slot to initially fix the connecting plate, and then make further bolt connections through the reserved through holes on the connecting plate and the column; S2. Install the beam at one end of the connecting member: Install one end of the beam on the flanged plate of the connecting member and lay the beam flat; S3. Install the other side connection components on the fixed column: Find a slot that is symmetrical to S1 in height, insert the buckle on the connecting plate that matches the slot into the slot to initially fix the connecting plate, and then make further bolt connections through the connecting plate and the through holes reserved on the column; and dock the other end of the beam; S4. Install the beam at the other end of the connecting member: Install the other end of the beam on the flange plate of the connecting member to complete the installation.
2. A corbel structure according to claim 1, characterized in that: The connecting plate is evenly distributed with a plurality of clips, and the connecting plate is mounted on the column through the clips; the extension length of the flange plate is greater than the extension length of the L-shaped plate, and the width of the L-shaped plate is equal to the width of the connecting plate.
3. The corbel structure according to claim 1, characterized in that: The S2 or S4 is installed by bolt connection: when vertical short plates are provided at both ends of the beam, a plurality of [-shaped grooves are welded on the flanged plate of the connecting member, the vertical short plates of the beam are placed on the [-shaped grooves, bolt holes are reserved on the inner side of the beam close to the vertical short plates, and the beam is fixed to the connecting member by bolt connection.
Citation Information
Patent Citations
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