CN220101904U - Corrugated steel plate buffering energy-consumption type multiple damping steel frame structure - Google Patents

Abstract

The utility model discloses a corrugated steel plate buffering energy-consumption type multiple damping steel frame structure which comprises a bottom plate, wherein the top of the bottom plate is fixedly connected with a sliding rail, the outer wall of the sliding rail is in sliding clamping connection with a first sliding plate, the top of the first sliding plate is rotatably connected with a diagonal rod, and the outer wall of the first sliding plate is fixedly connected with a first spring. The utility model relates to the technical field of steel plates, in particular to a corrugated steel plate buffering energy-consumption type multi-damping steel frame structure, which can effectively buffer operation when a corrugated steel plate is placed in the structure through the cooperation of a first spring, a sliding rail, a first sliding plate, a top plate, a second sliding plate, a threaded rod, an inclined rod, a second spring, a bottom plate, a vertical rod, a third spring and a supporting rod, avoid the phenomenon that the top plate is deformed due to the fact that the weight of the corrugated steel plate is large, effectively ensure the service life of the corrugated steel plate buffering energy-consumption type multi-damping steel frame structure, and adjust the buffering degree according to the use requirement.

Description

Corrugated steel plate buffering energy-consumption type multiple damping steel frame structure

Technical Field

The utility model relates to the technical field of steel plates, in particular to a corrugated steel plate buffering energy-consumption type multiple damping steel frame structure.

Background

The steel plate is a flat plate steel which is formed by pouring molten steel, cooling and pressing, is flat plate-shaped and rectangular, can be directly rolled or sheared by a wide steel belt, and comprises common steel, high-quality steel, alloy steel, spring steel, stainless steel, tool steel, heat-resistant steel, bearing steel, silicon steel, industrial pure iron thin plates and the like according to steel types; according to professional applications, there are plates for oil tanks, plates for enamels, plates for bullets, etc.; the steel frame structure is divided into a galvanized sheet, a tinned sheet, a lead-plated sheet, a plastic composite steel plate and the like according to the surface coating, wherein the steel frame structure comprises a corrugated steel plate, and when the corrugated steel plate is stored, a corrugated steel plate steel frame structure is needed;

when the existing steel frame structure is used, a worker places the produced corrugated steel plate above the corrugated steel plate steel frame structure, so that subsequent transportation or processing and other operations are realized, the corrugated steel plate can be transported better, and the corrugated steel plate is protected;

traditional corrugated steel sheet steel frame construction is when using, adopts flat steel sheet to support mostly to because the thickness of steel sheet is thinner, once only put into too much corrugated steel sheet when, can not fine realization buffering operation, make the support steel sheet take place to warp easily, and the support steel sheet that takes place to warp then leads to the corrugated steel sheet to also follow the change of taking place the shape easily, and then makes the storage quality of corrugated steel sheet relatively poor, and then influences subsequent processing use.

Disclosure of Invention

Aiming at the defects of the prior art, the utility model provides a corrugated steel plate buffering energy-consumption type multi-damping steel frame structure, which solves the problems that when the traditional corrugated steel plate steel frame structure is used, most of the traditional corrugated steel plate steel frame structure is supported by adopting a straight steel plate, and the buffering operation cannot be well realized once too many corrugated steel plates are put in at one time due to the thinner thickness of the steel plates, so that the supporting steel plates are easy to deform, and the deformed supporting steel plates are easy to cause the corrugated steel plates to change along with the shape, so that the storage quality of the corrugated steel plates is poorer, and the subsequent processing and use are affected.

In order to achieve the above purpose, the present utility model is realized by the following technical scheme: the utility model provides a multiple damping steel frame construction of ripple steel sheet buffering power consumption, includes the bottom plate, the top fixedly connected with slide rail of bottom plate, the outer wall slip joint of slide rail has first slide, the top of first slide rotates and is connected with the diagonal-bar, the outer wall fixedly connected with first spring of first slide, the terminal fixedly connected with second slide of first spring, the inner wall of second slide and the outer wall slip joint of slide rail, the inner wall of second slide is connected with the threaded rod through the bearing rotation, the outer wall threaded connection of threaded rod has the extension board with bottom plate top fixed connection, the outer wall fixedly connected with montant of bottom plate, the outer wall of montant has cup jointed the second spring, the top fixedly connected with of second spring and montant outer wall swing joint, the outer wall swing joint of fulcrum bar has the roof with the diagonal-bar end rotation connection, the third spring that cup joints mutually with the strut outer wall of roof, the roof has placed first buckled plate, first buckled plate one side has the second buckled plate that is laminated mutually with the roof, the second buckled mutually with the roof of roof.

Preferably, a handle is machined at the tail end of the threaded rod.

Preferably, the support rods are fixedly connected with damping pads on the inner walls of the first sliding plate.

Preferably, the inner wall of second buckled plate and third buckled plate is equal fixedly connected with fourth spring, two the equal fixedly connected with inserted bar of end of fourth spring is close to third buckled plate one side the outer wall of inserted bar links to each other with the inner wall activity of third buckled plate, and inserts the inner wall of second buckled plate, is close to first buckled plate the outer wall of inserted bar links to each other with the inner wall activity of second buckled plate, and inserts the inner wall of first buckled plate.

Preferably, the bottom of first buckled plate and third buckled plate is all fixedly connected with stopper, two the outer wall of stopper all links to each other with the inner wall activity of roof.

Advantageous effects

The utility model provides a corrugated steel plate buffering energy-consumption type multiple damping steel frame structure. The beneficial effects are as follows: according to the corrugated steel plate buffering energy-consumption type multi-damping steel frame structure, through the cooperation of the first spring, the sliding rail, the first sliding plate, the top plate, the second sliding plate, the threaded rod, the inclined rod, the second spring, the bottom plate, the vertical rod, the third spring and the supporting rod, effective buffering operation can be carried out when the corrugated steel plate is placed in the structure, the phenomenon that the top plate deforms due to the fact that the weight of the corrugated steel plate is large is avoided, the service life of the corrugated steel plate buffering energy-consumption type multi-damping steel frame structure can be effectively guaranteed, buffering degree can be adjusted according to the use requirement, and further effective buffering protection can be carried out on the corrugated steel plates with different numbers;

through the cooperation of fourth spring, inserted bar, stopper, first buckled plate, second buckled plate and third buckled plate for the ripple steel sheet can be more stable place at the top of this ripple steel sheet buffering energy consumption type multiple damping steel frame construction, can effectively increase the area of force of ripple steel sheet, and then reduce the probability that the ripple steel sheet takes place to deform, and when first buckled plate, second buckled plate and third buckled plate take place to damage, can be quick change, need not change holistic buckled plate with the change, can the waste of maximum reduction resource.

Drawings

FIG. 1 is a schematic diagram of the structure of the present utility model;

FIG. 2 is a cross-sectional view of FIG. 1;

FIG. 3 is a schematic view of the fourth spring, the first corrugation plate and the second corrugation plate of FIG. 2;

fig. 4 is a schematic view of the structure of the top plate, the first corrugated plate and the second spring in fig. 2.

In the figure: 1. the bottom plate, 2, the second spring, 3, branch, 4, montant, 5, third spring, 6, slide rail, 7, second slide, 8, first spring, 9, extension board, 10, first slide, 11, diagonal bar, 12, threaded rod, 13, stopper, 14, first wave plate, 15, second wave plate, 16, third wave plate, 17, inserted link, 18, fourth spring, 19, roof.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

The components in the present case are sequentially connected by a person skilled in the art, and specific connection and operation sequence should be referred to the following working principle, and the detailed connection means thereof are known in the art, and the following working principle and process are mainly described.

When the traditional corrugated steel plate steel frame structure is used, a flat steel plate is mostly adopted for supporting, and as the thickness of the steel plate is thinner, once too many corrugated steel plates are placed at one time, buffer operation cannot be well realized, so that the supporting steel plate is easy to deform, the deformed supporting steel plate is easy to cause the change of the shape of the corrugated steel plate, further, the storage quality of the corrugated steel plate is poor, and further, the subsequent processing and use are affected;

in view of the above, the utility model provides a corrugated steel plate buffering energy-consumption type multi-damping steel frame structure, which can perform effective buffering operation when a corrugated steel plate is put in by matching a first spring, a sliding rail, a first sliding plate, a top plate, a second sliding plate, a threaded rod, an inclined rod, a second spring, a bottom plate, a vertical rod, a third spring and a supporting rod, avoid the phenomenon that the top plate is deformed due to the fact that the corrugated steel plate is large in weight, effectively ensure the service life of the corrugated steel plate buffering energy-consumption type multi-damping steel frame structure, adjust buffering degree according to use requirements, and further perform effective buffering protection on different numbers of corrugated steel plates.

Embodiment one: as can be seen from fig. 1, 2 and 4, a corrugated steel plate buffering energy-consumption type multi-damping steel frame structure comprises a bottom plate 1, a sliding rail 6 is fixedly connected to the top of the bottom plate 1, a first sliding plate 10 is clamped on the outer wall of the sliding rail 6 in a sliding manner, a diagonal rod 11 is rotatably connected to the top of the first sliding plate 10, a first spring 8 is fixedly connected to the outer wall of the first sliding plate 10, a second sliding plate 7 is fixedly connected to the tail end of the first spring 8, the inner wall of the second sliding plate 7 is clamped on the outer wall of the sliding rail 6 in a sliding manner, a threaded rod 12 is rotatably connected to the inner wall of the second sliding plate 7 through a bearing, the threaded rod 12 is twisted, the second sliding plate 7 can be driven to slide along the outer wall of the sliding rail 6, the position of the first spring 8 is changed, the angle of the diagonal rod 11 is changed, the height of a top plate 19 is changed along with the change of the angle of the diagonal rod 11, and the deformation degree of the second spring 2 is changed, the buffer degree is adjusted, the outer wall of the threaded rod 12 is in threaded connection with the support plate 9 fixedly connected with the top of the bottom plate 1, the outer wall of the bottom plate 1 is fixedly connected with the vertical rod 4, the outer wall of the vertical rod 4 is sleeved with the second spring 2, the top of the second spring 2 is fixedly connected with the support rod 3 movably connected with the outer wall of the vertical rod 4, the outer wall of the support rod 3 is movably connected with the top plate 19 rotatably connected with the tail end of the inclined rod 11, the outer wall of the top plate 19 is fixedly connected with the third spring 5 sleeved with the outer wall of the support rod 3, two sides of a corrugated steel plate can be buffered through the cooperation of the third spring 5, the support rod 3 and the top plate 19, the top of the top plate 19 is provided with the first corrugated plate 14, one side of the first corrugated plate 14 is attached with the second corrugated plate 15 attached with the top of the top plate 19, and one side of the second corrugated plate 15 is attached with the third corrugated plate 16 attached with the top of the top plate 19;

in the specific implementation process, it is worth particularly pointing out that the threaded rod 12 is twisted to drive the second sliding plate 7 to slide along the outer wall of the sliding rail 6, so that the position of the first spring 8 is changed, the angle of the inclined rod 11 is changed, the height of the top plate 19 can be changed along with the change of the angle of the inclined rod 11, the deformation degree of the second spring 2 is changed, the adjustment of the buffer degree is realized, and the buffer of the two sides of the corrugated steel plate can be realized through the cooperation of the third spring 5, the supporting rod 3 and the top plate 19;

further, a handle is processed at the tail end of the threaded rod 12, and damping pads are fixedly connected with the support rod 3 and the inner wall of the first sliding plate 10;

in the specific implementation process, the design of the handle is worth particularly pointing out, so that a worker can conveniently control the threaded rod 12, the design of the damping pad can quickly generate elasticity generated by deformation of the spring, and further the corrugated steel plate buffering energy-consumption type multi-damping steel frame structure can quickly restore to a stable state;

specifically, when using this corrugated steel sheet buffering energy consumption type multiple damping steel frame structure, at first the staff places the corrugated steel sheet at the top of first buckled plate 14, second buckled plate 15 and third buckled plate 16, at this moment roof 19 atress begins to move down along montant 4, begin to compress second spring 2, drive diagonal rod 11 motion simultaneously, diagonal rod 11 begins to promote first slide 10 and slide along the outer wall of slide rail 6, begin to compress first spring 8 simultaneously, at this moment take place deformation along with second spring 2 and first spring 8, at this moment can cushion corrugated steel sheet decurrent impact force, accomplish the work, when roof 19 moves to both sides, at this moment roof 19 begins to move along the outer wall of branch 3, at this moment begins to compress third spring 5, at this moment third spring 5 gives roof 19 reverse force, and then to buffer the corrugated steel sheet, accomplish the work, when the staff needs to change this corrugated steel sheet buffering energy consumption type multiple damping steel frame structure buffer degree, at this moment, the threaded rod 12 can drive second slide 7 along the outer wall of slide rail 6, at this moment along with the change of the outer wall of first spring 8, at the same time, at this moment, change the angle of diagonal rod 11, and then the degree of change along with the change of the diagonal rod 11, can change the high degree of the roof that the change of the roof is followed by the change of the roof 19, and then the change degree of the change of the roof is changed, can be along with the change of the degree of the height of the angle of the roof of the angle, and the roof of the roof, and the change.

Embodiment two: as can be seen from fig. 1, 2 and 3, the inner walls of the second corrugated plate 15 and the third corrugated plate 16 are fixedly connected with fourth springs 18, the tail ends of the two fourth springs 18 are fixedly connected with inserted bars 17, the inserted bars 17 play a role in positioning the first corrugated plate 14, the second corrugated plate 15 and the third corrugated plate 16, the outer wall of the inserted bar 17 close to one side of the third corrugated plate 16 is movably connected with the inner wall of the third corrugated plate 16 and is inserted into the inner wall of the second corrugated plate 15, and the outer wall of the inserted bar 17 close to the first corrugated plate 14 is movably connected with the inner wall of the second corrugated plate 15 and is inserted into the inner wall of the first corrugated plate 14;

in particular, it is worth noting that the insert 17 serves as a location for the first corrugated plate 14, the second corrugated plate 15 and the third corrugated plate 16;

further, the bottoms of the first corrugated plate 14 and the third corrugated plate 16 are fixedly connected with limiting blocks 13, and the outer walls of the two limiting blocks 13 are movably connected with the inner wall of the top plate 19;

in the specific implementation, it is worth particularly pointing out that the limit bar 13 can limit the positions of the first corrugated plate 14, the second corrugated plate 15 and the third corrugated plate 16;

specifically, on the basis of the first embodiment, when the worker needs to replace the first corrugated plate 14, the second corrugated plate 15 and the third corrugated plate 16, the worker pulls the first corrugated plate 14, the second corrugated plate 15 and the third corrugated plate 16, when the stopper 13 leaves the top groove of the top plate 19, the worker pulls the insert rod 17, at this time, the fourth spring 18 starts to compress, and when the insert rod 17 moves to a certain position, the first corrugated plate 14, the second corrugated plate 15 and the third corrugated plate 16 can be disassembled to complete the work.

It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation. The term "comprising" an element defined by the term "comprising" does not exclude the presence of other identical elements in a process, method, article or apparatus that comprises the element.

In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "configured," "connected," "secured," "screwed," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intermediaries, or in communication with each other or in interaction with each other, unless explicitly defined otherwise, the meaning of the terms described above in this application will be understood by those of ordinary skill in the art in view of the specific circumstances.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (5)

1. The utility model provides a corrugated steel plate buffering power consumption type multiple damping steel frame structure, includes bottom plate (1), its characterized in that: the top fixedly connected with slide rail (6) of bottom plate (1), the outer wall slip joint of slide rail (6) has first slide (10), the top of first slide (10) rotates and is connected with down tube (11), the outer wall fixedly connected with first spring (8) of first slide (10), the end fixedly connected with second slide (7) of first spring (8), the inner wall of second slide (7) and the outer wall slip joint of slide rail (6), the inner wall of second slide (7) is connected with threaded rod (12) through the bearing rotation, the outer wall threaded connection of threaded rod (12) has extension board (9) with bottom plate (1) top fixed connection, the outer wall of bottom plate (1) is fixedly connected with montant (4), the outer wall of montant (4) cup joints second spring (2), the top fixedly connected with of second spring (2) with montant (4) outer wall swing joint's branch (3), the outer wall swing joint of branch (3) has and down tube (11) end-to-end rotation connection's outer wall slip joint, the outer wall swing joint of branch (19) with screw rod (12), the outer wall of top plate (19) is connected with top plate (19) fixedly connected with top plate (19), the first buckled plate (14) one side laminating have with roof (19) top second buckled plate (15) of laminating mutually, one side laminating of second buckled plate (15) has with roof (19) top third buckled plate (16) of laminating mutually.

2. The corrugated steel plate buffering energy-consuming type multi-damping steel frame structure according to claim 1, wherein: the tail end of the threaded rod (12) is provided with a handle.

3. The corrugated steel plate buffering energy-consuming type multi-damping steel frame structure according to claim 1, wherein: damping pads are fixedly connected to the inner walls of the supporting rods (3) and the first sliding plate (10).

4. The corrugated steel plate buffering energy-consuming type multi-damping steel frame structure according to claim 1, wherein: the inner wall of second buckled plate (15) and third buckled plate (16) is equal fixedly connected with fourth spring (18), two the equal fixedly connected with inserted bar (17) of end of fourth spring (18), be close to third buckled plate (16) one side the outer wall of inserted bar (17) links to each other with the inner wall activity of third buckled plate (16), and inserts the inner wall of second buckled plate (15), is close to first buckled plate (14) the outer wall of inserted bar (17) links to each other with the inner wall activity of second buckled plate (15), and inserts the inner wall of first buckled plate (14).

5. The corrugated steel plate buffering energy-consuming type multi-damping steel frame structure according to claim 4, wherein: the bottoms of the first corrugated plate (14) and the third corrugated plate (16) are fixedly connected with limiting blocks (13), and the outer walls of the two limiting blocks (13) are movably connected with the inner wall of the top plate (19).