Matched anchoring device of steel beam

Abstract

The utility model discloses a matched anchoring device for a steel beam, and generally relates to the technical field of road and bridge construction. The device comprises a storage plate, at least one pair of first fixing beams, at least one pair of second fixing beams, a positioning translation piece and a fixing piece. Each pair of the at least one pair of first fixing beams is arranged on two sides of the steel beam in parallel, and the distance parameter between the at least one pair of first fixing beams is adjusted through the fixing pieces fixedly arranged at two ends of the at least one pair of first fixing beams; at least one second fixed beam is fixedly and vertically arranged on one side, far away from the steel beam, of each first fixed beam; a plurality of positioning translation pieces with sleeving structures are fixedly arranged at the bottom of the object placing plate, the positioning translation pieces comprise cavity-shaped structures, the sizes of the cavity-shaped structures are matched with the sizes of the second fixing beams, and the at least one pair of second fixing beams are movably arranged in the cavity-shaped structures of the positioning translation pieces in a sleeving mode.

Description

Technical Field

[0001] The present disclosure generally relates to the field of road and bridge construction, and in particular to a matching anchoring device for a steel beam. Background Art

[0002] As construction methods continue to improve, bridge structures are also evolving accordingly.

[0003] In order to reduce the weight of the bridge, a steel-concrete composite bridge will be used. Compared with the pure concrete structure of the transmission, the steel-concrete composite material can greatly reduce the deadweight of the bridge while ensuring the load-bearing weight, and because of the use of steel, the seismic performance is also improved. In the relevant technology, the steel beams connected to the piers in the bridge will be built first, and then the installed prefabricated bridge deck will be fixed on the top of the steel beam by pouring.

[0004] However, before the steel beams connected to the ground in the above-mentioned bridge construction are prepared to fix the prefabricated bridge deck by pouring on the top of the steel beams, the usable area above the steel beams is small and it is impossible to stably store materials used later, such as construction tools, etc. At the same time, the top of the steel beams is often far from the ground, which will cause difficulties in subsequent construction. Utility Model Content

[0005] In view of the above-mentioned defects or shortcomings in the above-mentioned prior art, it is hoped to provide a matching anchoring device for steel beams, which can solve the problem that the usable area above the steel beams is small, the materials for subsequent use cannot be stably stored, and the top of the steel beams is often far from the ground, which will cause difficulties in subsequent construction. The usable area of ​​the steel beams can be greatly increased to ensure the stability and flexibility of the platform for storing materials.

[0006] In a first aspect, a matching anchoring device for a steel beam is provided, the device comprising: a storage plate, at least one pair of first fixed beams, at least one pair of second fixed beams, a positioning translation member, and a fixing member;

[0007] Each pair of the at least one pair of first fixed beams is arranged parallel to each other on both sides of the steel beam, and the distance parameter between the at least one pair of first fixed beams is adjusted by fixing the fixing members arranged at both ends of the at least one pair of first fixed beams;

[0008] At least one second fixed beam is vertically fixedly arranged on one side of each first fixed beam away from the steel beam;

[0009] A plurality of positioning and translating members having a sleeve structure are fixedly arranged at the bottom of the storage plate, and the plurality of positioning and translating members include a cavity structure, the size of the cavity structure matches the size of the second fixed beam, and the at least one pair of second fixed beams can be movably sleeved in the cavity structure of the plurality of positioning and translating members.

[0010] In the present application, the supporting anchoring device of the steel beam includes a storage plate, at least one pair of first fixed beams, at least one pair of second fixed beams, a positioning translation member and a fixing member. Among them, each pair of first fixed beams in the at least one pair of first fixed beams is arranged parallel to each other on both sides of the steel beam, and the distance parameter between the at least one pair of first fixed beams is adjusted by fixing members fixedly arranged at both ends of the at least one pair of first fixed beams; at least one second fixed beam is fixedly and vertically arranged on the side away from the steel beam of each first fixed beam; a plurality of positioning translation members with a sleeve structure are fixedly arranged at the bottom of the storage plate, each positioning translation member includes a cavity structure, the cavity size of the cavity structure matches the size of the second fixed beam, and at least one pair of second fixed beams can be movably sleeved in the cavity structure of the plurality of positioning translation members. In this way, through the supporting anchoring structure of the steel beam, the supporting anchoring device can be detachably and adjustably arranged on the top of the steel beam, so that there is a storage plate on which objects can be placed above the steel beam, which greatly increases the practical area of ​​the steel beam and ensures the stability and flexibility of the platform for storing materials.

[0011] Additional aspects and advantages of the present invention will be given in part in the following description and in part will become apparent from the following description or will be learned through the practice of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Other features, objects and advantages of the present application will become more apparent by reading the detailed description of non-limiting embodiments made with reference to the following drawings:

[0013] Figure 1 One of the structural schematic diagrams of the supporting anchoring device for the steel beam provided in the embodiment of the present application;

[0014] Figure 2 The second structural schematic diagram of the supporting anchoring device for the steel beam provided in the embodiment of the present application;

[0015] Figure 3 The third structural diagram of the supporting anchoring device for the steel beam provided in the embodiment of the present application;

[0016] Figure 4 A fourth structural diagram of the supporting anchoring device for the steel beam provided in an embodiment of the present application;

[0017] Figure 5 A fifth structural diagram of the supporting anchoring device for the steel beam provided in the embodiment of the present application;

[0018] Figure 6 The sixth structural schematic diagram of the supporting anchoring device for the steel beam provided in the embodiment of the present application. DETAILED DESCRIPTION

[0019] The present application is further described in detail below in conjunction with the accompanying drawings and embodiments. It is to be understood that the specific embodiments described herein are only used to explain the relevant utility model, rather than to limit the utility model. It is also necessary to explain that, for ease of description, only the parts related to the utility model are shown in the accompanying drawings.

[0020] It should be noted that, in the absence of conflict, the embodiments and features in the embodiments of the present application can be combined with each other. The following is an explanation of the usage scenarios of the embodiments of the present application.

[0021] In recent years, my country's urban construction has continued to develop, and related bridge construction projects have also increased. Correspondingly, bridge structures have also been continuously improved.

[0022] The traditional bridge structure is a concrete structure. This type of structure is heavy. Although it has high strength, it has poor toughness and therefore insufficient seismic performance. In addition, since it is cast in concrete as a whole, the construction requires a lot of manpower and material resources. In related technologies, steel-concrete composite bridges have replaced the previous concrete-cast bridges. The bridge structure of the steel-concrete composite bridge is no longer a concrete structure, but a steel structure. Since steel has strong plasticity, low deadweight, high strength and sufficient toughness, the new steel-concrete composite bridge has sufficient toughness, excellent seismic performance, and reduced overall deadweight. At the same time, the construction efficiency of the steel structure is also greatly increased. It has multiple advantages and has been widely used.

[0023] The construction process of the steel-concrete composite bridge is to first erect the steel beam structure, which mainly includes shear nails erected on the piers. After that, the installed prefabricated bridge deck is fixed on the steel beam structure, that is, on the top of the shear nails. The stability and integrity between the prefabricated bridge deck and the steel beam structure are ensured by pouring concrete wet joints.

[0024] However, before the precast bridge deck structure is erected, due to the small area of ​​the steel beam structure, the subsequent wet-cast precast bridge deck construction process will result in insufficient construction area, making it impossible to stably store subsequent materials, such as construction tools, etc. At the same time, the top of the steel beam is often far from the ground, which will cause difficulties in subsequent construction.

[0025] Based on this, the present application proposes a matching anchoring device for steel beams, which can solve the problem that the usable area above the steel beams is small and the materials for subsequent use cannot be stably stored. At the same time, the distance between the top of the steel beams and the ground is often far, which will cause difficulties in subsequent construction. The device greatly increases the usable area of ​​the steel beams and ensures the stability and flexibility of the platform for storing materials.

[0026] Figures 1 to 4It is a matching anchoring device for a steel beam provided in an embodiment of the present application. The device includes: a storage plate, at least one pair of first fixed beams, at least one pair of second fixed beams, a positioning translation member, and a fixing member.

[0027] For example, the above-mentioned storage plate is a storage plate that is subsequently placed on the top of the steel beam and can be used to place construction items. Figures 1 to 4 As shown, a storage plate 11 is included.

[0028] For example, the steel beam may include shear nails. Figures 1 to 4 As shown, each of the steel beams includes five shear studs 20.

[0029] It is understandable that the above-mentioned shear nails may include a plurality of shear nails, and the shear nails include a column head and a shear nail body. Among them, the plurality of shear nails may be a row of shear nails, or may include multiple rows of shear nails, and each row of shear nails includes a plurality of shear nails, which is not limited in the embodiment of the present application. In the illustrations made in the present application, a row of shear nails consisting of 5 shear nails 20 is used as an example for description.

[0030] In an embodiment of the present application, each pair of the at least one pair of first fixed beams is arranged parallel to each other on both sides of the steel beam, and the distance parameters between the at least one pair of first fixed beams are adjusted by fixing the fixing members at both ends of each pair of first fixed beams in the at least one pair of first fixed beams.

[0031] Exemplarily, the material of the at least one pair of first fixing beams may be steel, or other materials having strength and toughness equivalent to steel.

[0032] Illustratively, the cross-sectional shape of each first fixing beam in the at least one pair of first fixing beams may be circular, square, or other polygonal, which is not limited in the embodiment of the present application.

[0033] Exemplarily, the at least one pair of first fixed beams may include one pair of first fixed beams, or may include multiple pairs of fixed beams.

[0034] It can be understood that the number of pairs of the first fixed beams is related to the number of rows of the steel beams. In one example, when the steel beam includes multiple rows of shear nails, the at least one pair of first fixed beams has the same number of rows of shear nails, which is a plurality of pairs of first fixed beams; when the steel beam includes one row of shear nails, the at least one pair of first fixed beams has the same number of rows of shear nails, which is a pair of first fixed beams.

[0035] Optionally, in the embodiment of the present application, the effective use length of the at least one pair of first fixing beams is proportional to the length parameter of the storage plate.

[0036] Exemplarily, it can be understood that each pair of first fixed beams includes two first fixed beams, and the length of the first fixed beams is not limited in the embodiment of the present application, but the effective use length of the first fixed beam is related to the length parameter of the storage plate.

[0037] For example, the effective use length refers to the length of the first fixed beam fixed on both sides of the steel beam and relatively fixed to the storage plate. Figures 1 to 4 As shown, in the case of including 5 shear nails, the diagram cannot draw an overly long first fixing beam, but the length of the first fixing beam can be very long, but the effective use length is related to the length parameter of the storage plate.

[0038] In one example, where the steel beam is a shear stud, Figures 1 to 4 As shown, assuming that the length of the object plate 11 corresponds to the distance between the five shear nails 20, the length of the two parallel first fixing beams 12 should be greater than the distance between the five shear nails 20 and less than the distance between the six shear nails.

[0039] Exemplarily, each pair of the at least one pair of first fixed beams is arranged parallel to each other on both sides of the steel beam, which means that the two first fixed beams in each pair of first fixed beams are respectively arranged parallel to each other on both sides of the steel beam.

[0040] Exemplarily, the fixing members are fixedly arranged at both ends of each pair of first fixing beams, which means that the fixing members are arranged at the head end and the tail end of each pair of first fixing beams.

[0041] In one example, when the steel beam is the first storage plate

[0042] Exemplarily, the number of the fixing members is proportional to the number of pairs of the first fixing beams. It is understandable that, since each pair of first fixing beams needs to be provided with fixing members at both ends, the number of fixing members is twice the number of pairs of first fixing beams. For example, when there is a pair of first fixing beams, the stack of first fixing beams includes two fixing members, which are respectively located at both ends of the first fixing beams.

[0043] Optionally, in an embodiment of the present application, the fixing member includes a fixing bolt and a fixing nut.

[0044] Exemplarily, the fixing nut is fixedly disposed at both ends of each first fixing beam in the at least one pair of first fixing beams, and the fixing bolt passes through the fixing nut and adjusts the distance between the at least one pair of first fixing beams.

[0045] For example, Figures 1 to 4 As shown, the fixing member 13 includes a fixing nut 131 fixed on each first fixing beam and a detachable fixing screw 132.

[0046] It can be understood that each first fixing beam of each pair of first fixing beams is provided with fixing nuts 131 at both ends, and the fixing nuts 131 and fixing screws 132 are matched with each other. By rotating the fixing screws 132, the distance between the two first fixing beams can be adjusted. Specifically, Figure 1 It can be seen that the distance between the two first fixing beams 11 is D1. Then, after adjusting the fixing screws at the head and tail ends of the first fixing beams, Figure 2 It can be seen that the distance between the two first fixed beams 11 is D2, wherein D2 is smaller than D1.

[0047] Exemplarily, the material of the fixing nut and the fixing bolt may be steel or other materials, which is not limited in the embodiments of the present application.

[0048] Exemplarily, the fixing method of the above-mentioned fixing nut and the first fixing beam can be welding, or other installation and fixing methods, such as threaded installation, concrete pouring, etc., which is not limited in the embodiments of the present application.

[0049] In the embodiment of the present application, at least one second fixed beam is vertically fixedly arranged on a side of each of the first fixed beams away from the steel beam.

[0050] Exemplarily, the at least one pair of second fixed beams are vertically fixedly disposed on both sides of the at least one pair of first fixed beams.

[0051] Exemplarily, the second fixed beam and the first fixed beam may be fixed by welding, or by other methods, such as being installed on both sides of the first fixed beam by threaded installation, which is not limited in the embodiment of the present application.

[0052] like Figure 5 As shown, Figure 5 It includes two first fixing beams 12, fixing nuts 131 and second fixing beams 14. The second fixing beams are vertically fixed on both sides of the first fixing beams.

[0053] Specifically, the coordination manner of the second fixed beam and other components is described in the subsequent sections and will not be elaborated here.

[0054] In an embodiment of the present application, a plurality of positioning and translating members having a sleeve structure are fixedly arranged at the bottom of the above-mentioned storage plate, and each of the above-mentioned positioning and translating members includes a cavity-like structure, and the inner size of the cavity-like structure matches the size of the above-mentioned second fixed beam, and the above-mentioned at least one pair of second fixed beams can be movably sleeved in the cavity-like structure of the above-mentioned multiple positioning and translating members.

[0055] Exemplarily, the positioning translation member is used to match the storage plate with the first fixed beam and the second fixed beam, so that the storage plate can be fixed above the steel beam.

[0056] Exemplarily, the cross-sectional shape of the cavity structure of the positioning translation member matches the cross-sectional shape of the second fixed beam.

[0057] In one example, corresponding to the cross-sectional shape of the second fixed beam, the cross-sectional shape of the cavity structure of the positioning translation member may be circular, square, or other polygonal, which is not limited in the present application.

[0058] It can be understood that since the above-mentioned second fixed beam is fixedly arranged on the side of the first fixed beam away from the steel beam, when the fixing member adjusts the distance between each pair of first fixed beams, the position of the second fixed beam changes with the position of the first fixed beam. At the same time, when the position of the first fixed beam changes, the stability of the storage plate needs to be ensured. Therefore, by providing a positioning translation member at the bottom of the storage plate, the second fixed beam vertically fixed on one side of the first fixed beam can be movably mounted in the cavity structure of the positioning translation member, so that the position of the storage plate is finally placed above the steel beam. At the same time, by adjusting the distance between the first fixed beam and the second fixed beam, the first fixed beam clamps the steel beam to ensure the stability of the storage plate and the steel beam.

[0059] Optionally, in an embodiment of the present application, the positioning translation member includes a height adjustment block and a translation sleeve member, the height adjustment block is fixed to the bottom of the storage plate, the translation sleeve member is fixed to the bottom of the height adjustment block, the translation sleeve member is a hollow structure, and the hollow size of the hollow structure matches the size of the second fixed beam.

[0060] Exemplarily, a height parameter of the height adjustment block is greater than a distance parameter between the bottom of the storage plate and the second fixed beam, and the at least one pair of second fixed beams is sleeved in the translation sleeve.

[0061] Exemplarily, the height adjustment block may be fixed to the bottom of the storage plate by welding, or by other fixing methods, such as threaded fixing.

[0062] Exemplarily, the height of the height adjustment block may be fixed.

[0063] Exemplarily, the material of the height adjustment block may be steel, or may be a height adjustment block cast in cement at the bottom of the storage plate, or may be other materials with a firmness equivalent to that of steel or cement.

[0064] It should be noted that different materials have different ways of fixing the height adjustment block to the bottom of the storage board. For example, if the height adjustment block is made of steel, it can be fixed to the bottom of the storage board by welding, or by threading (the storage board has a threaded hole at the threaded connection for connecting with the height adjustment block); if the height adjustment block is made of cement, it can be fixed to the bottom of the storage board by wet casting.

[0065] It can be understood that in the embodiment of the present application, the steel beam used to place the storage plate has a certain thickness, and the first fixed beam, the second fixed beam, the translation sleeve and the fixing part used to fix the position between the storage plate and the steel beam need to be ensured to be below the steel beam, that is, the distance parameter between the storage plate and the first fixed beam, the second fixed beam, the translation sleeve and the fixing part should be greater than the thickness of the steel beam. Therefore, a height adjustment block is required to isolate the storage plate from the first fixed beam, the second fixed beam, the translation sleeve and the fixing part.

[0066] Optionally, in an embodiment of the present application, when the steel beam includes a plurality of shear studs, a height parameter of the height adjustment block is greater than a column head height parameter of the plurality of shear studs.

[0067] It is understandable that if Figure 3 As shown, Figure 3 The storage plate 11 includes a storage plate 11 and a height adjustment block 15, wherein the storage plate 11 has a certain thickness. In order to ensure that the first fixing beam 12 is located below the storage plate 11 so that it can be fixed by the fixing member 13 later, a height adjustment block 15 greater than the thickness of the storage plate 11 needs to be arranged below the storage plate 11.

[0068] Exemplarily, the cross-sectional shape of the central control structure of the translation sleeve matches the cross-sectional shape of the second fixed beam.

[0069] Exemplarily, the hollow size of the above-mentioned hollow structure matches the size of the second fixed beam, which means that the second fixed beam can be sleeved in the hollow structure and can move parallely in the hollow structure. Specifically, the hollow size of the hollow structure is slightly larger than the size of the second fixed beam.

[0070] Exemplarily, the material of the translation sleeve may be steel or other materials with less friction and strength comparable to that of steel.

[0071] In one example, the translation sleeve is a hollow steel pipe.

[0072] Exemplarily, the way in which the translation sleeve is fixed to the bottom of the height adjustment block is related to the material of the translation sleeve. In the case where the translation sleeve is a hollow steel pipe, the translation sleeve is fixed below the height adjustment block by welding.

[0073] like Figure 6 As shown, Figure 6 The utility model comprises a storage plate 11, a height adjustment block 15 and a translation sleeve 16, wherein the storage plate 11 is located at the top, and four height adjustment blocks 15 are welded and fixed at the bottom of the storage plate 11, and four translation sleeves 16 with hollow structures are welded and installed at the bottom of the height adjustment block 15, wherein the hollow size of the translation sleeve 16 matches the aforementioned second fixed beam 14, that is, the second fixed beam 14 can be sleeved in the translation sleeve 16 and move in parallel.

[0074] Optionally, in an embodiment of the present application, a distance parameter of the at least one pair of second fixed beams varies accordingly according to a distance parameter of the at least one pair of first fixed beams.

[0075] It can be understood that since the second fixed beam is fixed to the side of the first fixed beam away from the steel beam, when each pair of first fixed beams adjusts the distance parameters to each other via the fixing screws and fixing nuts, the distance parameters between the second fixed beams also change accordingly.

[0076] Optionally, in an embodiment of the present application, a maximum distance parameter between each pair of first fixed beams in the at least one pair of first fixed beams is greater than a maximum size parameter of the steel beam.

[0077] It is understandable that in the embodiment of the present application, the supporting anchoring device of the steel beam is placed on the top of the steel beam by hoisting, and then the fixing between the supporting anchoring device of the steel beam and the steel beam is completed by adjusting the fixing piece. In order to enable the first fixing beam to be placed at the bottom of the steel beam, the distance between each pair of first fixing beams should be greater than the maximum size parameter of the steel beam.

[0078] In one example, when the steel beam is a shear nail, the maximum distance parameter between each pair of fixed beams in the at least one pair of first fixed beams is greater than the maximum diameter of the shear nail head.

[0079] The following is an introduction to the supporting anchoring device of the steel beam in this application, taking the steel beam including 5 shear nails as an example:

[0080] like Figure 5 and Figure 6 As shown respectively, Figure 5 and Figure 6 Shown are two pre-fixed welded sections of a steel beam anchorage system.

[0081] exist Figure 5In the figure, the second fixed beam 14 is fixed on the side of the first fixed beam 12 away from the steel beam and is perpendicular to the first fixed beam 12. Fixing nuts 131 are provided at both ends of the second fixed beam 14. The distance between the two first fixed beams 12 can be adjusted later by passing the fixing screws 132 through the fixing nuts 131 using a mechanical wrench.

[0082] exist Figure 6 In the embodiment, the storage plate 11, the height adjustment block 15 and the translation sleeve 16 are fixedly welded in sequence, wherein the fixed welding positions of the height adjustment block 15 and the translation sleeve 16 match the positions of the second fixed beam 14. The distance between different positioning translation members (including the height adjustment block 15 and the translation sleeve 16) should not be less than the maximum size parameter of the steel beam.

[0083] like Figure 4 As shown, Figure 4 Shown Figure 5 The second fixed beam 14, the first fixed beam 12 and the fixing member 13 and Figure 6 The process of cooperation between the storage plate 11, the height adjustment block 15 and the translation sleeve 16. It can be seen that the four second fixed beams 12 are respectively sleeved in the four translation sleeves 16, so that the supporting installation of the supporting anchoring device of the steel beam is completed.

[0084] The following is an introduction to the matching mode between the supporting anchoring device of the steel beam and the steel beam:

[0085] like Figure 1 and Figure 2 As shown, Figure 1 and Figure 2 The top view of the supporting anchor device of the steel beam is shown. Specifically, in actual application, the supporting anchor device of the entire steel beam is hoisted by hoisting. Since the distance between the two first fixed beams 12 is greater than the maximum size parameter of the steel beam in the initial stage, the supporting anchor device of the steel beam is hoisted as a whole and placed above the steel beam to ensure that the storage plate is located above the shear nails, the first fixed beam 12 and the second fixed beam 14 are located below the shear nails, and the first fixed beam 12, the second fixed beam 14, and the translation sleeve 16 are isolated to the bottom of the shear nail column head through the height adjustment block 15. After that, the fixing nuts 131 located at both ends of the first fixed beam 12 are installed by a mechanical wrench or other means to install the fixing screws 132, and the distance between the first fixed beams 12 is adjusted, as shown in FIG. Figure 2 As shown, until the first fixing beam 12 is clamped on both sides of the shear studs.

[0086] It should be understood that the units recorded in the credential request device correspond to the various steps in the method described in the accompanying drawings. Therefore, the operations and features described above for the method are also applicable to the supporting anchoring device of the steel beam and the units contained therein, and will not be repeated here. The supporting anchoring device of the steel beam can be pre-implemented in the browser or other security applications of the computer device, or can be loaded into the browser or its security application of the computer device by downloading or the like. The corresponding units in the supporting anchoring device of the steel beam can cooperate with the units in the computer device to implement the solution of the embodiment of the present application.

[0087] For the several modules or units mentioned in the above detailed description, this division is not mandatory. In fact, according to the embodiments of the present disclosure, the features and functions of two or more modules or units described above can be embodied in one module or unit. On the contrary, the features and functions of one module or unit described above can be further divided into multiple modules or units to be embodied.

[0088] It should be noted that for details not disclosed in the supporting anchoring device of the steel beam in the embodiment of the present application, please refer to the details disclosed in the above embodiments of the present application, which will not be repeated here.

[0089] The above description is only a preferred embodiment of the present application and an explanation of the technical principles used. Those skilled in the art should understand that the scope of disclosure involved in the present application is not limited to the technical solution formed by a specific combination of the above technical features, but should also cover other technical solutions formed by any combination of the above technical features or their equivalent features without departing from the aforementioned disclosed concept. For example, the above features are replaced with the technical features with similar functions disclosed in this application (but not limited to) by each other to form a technical solution.

Claims

1. A supporting anchoring device for a steel beam, characterized in that: The device comprises: a storage plate, at least one pair of first fixed beams, at least one pair of second fixed beams, a positioning translation member, and a fixing member; Each pair of the at least one pair of first fixed beams is arranged parallel to each other on both sides of the steel beam, and the distance parameter between the at least one pair of first fixed beams is adjusted by fixing the fixing members arranged at both ends of each pair of the at least one pair of first fixed beams; At least one second fixed beam is vertically fixedly arranged on one side of each first fixed beam away from the steel beam; A plurality of positioning and translating members with a sleeve structure are fixedly arranged at the bottom of the storage plate, each of the positioning and translating members includes a cavity structure, the inner size of the cavity structure matches the size of the second fixed beam, and the at least one pair of second fixed beams is movably sleeved in the cavity structure of the plurality of positioning and translating members.

2. The device according to claim 1, characterized in that The positioning translation member includes a height adjustment block and a translation sleeve member, the height adjustment block is fixed to the bottom of the storage plate, the translation sleeve member is fixed to the bottom of the height adjustment block, the translation sleeve member is a hollow structure, and the hollow size of the hollow structure matches the size of the second fixed beam; The height parameter of the height adjustment block is greater than the distance parameter between the bottom of the storage plate and the second fixed beam, and the at least one pair of second fixed beams is sleeved in the translation sleeve.

3. The device according to claim 1, characterized in that The distance parameter of the at least one pair of second fixed beams varies accordingly according to the distance parameter of the at least one pair of first fixed beams.

4. The device according to claim 1, characterized in that A maximum distance parameter between each pair of the at least one pair of first fixed beams is greater than a maximum size parameter of the steel beam.

5. The device according to claim 2, characterized in that In the case where the steel beam includes a plurality of shear studs, a height parameter of the height adjustment block is greater than a column head height parameter of the plurality of shear studs.

6. The device according to claim 1, characterized in that The fixing member comprises a fixing bolt and a fixing nut; The fixing nuts are fixedly disposed at both ends of each first fixing beam in the at least one pair of first fixing beams, and the fixing bolts pass through the fixing nuts and adjust the distance between the at least one pair of first fixing beams.

7. The device according to claim 1, characterized in that The effective use length of the at least one pair of first fixed beams is proportional to the length parameter of the storage plate.

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