CN213710093U - Steel construction plate of antidetonation amortization - Google Patents

Abstract

The utility model relates to a steel construction plate of antidetonation amortization, it includes the inner panel subassembly, planking and damper, the standing groove has been seted up to the planking bottom, the inner panel subassembly is inserted and is located in the standing groove and can dismantle with the planking and be connected the setting, damper can dismantle the top of connecting in the inner panel subassembly, and damper and the top butt of planking inner wall set up, the bottom of inner panel subassembly is buried underground in ground, and the planking is arranged in ground top, when the ground receives external force vibrations, damper has the effect of buffering to vibrations and has reduced the influence that the planking received vibrations. This application has the antidetonation effect that improves the steel construction plate.

Description

Steel construction plate of antidetonation amortization

Technical Field

The utility model relates to a field of steel construction plate especially relates to a steel construction plate of antidetonation amortization.

Background

In building construction, steel structure plates are widely applied to various industries and have the characteristics of light dead weight and high strength.

The existing Chinese patent with reference to the publication number of CN208088651U discloses a steel structure plate block of antidetonation amortization, which comprises a steel plate, the installing port has been seted up at the middle part of steel sheet, be equipped with the abatvoix in the installing port, be equipped with four fixed blocks on one side lateral wall of steel sheet, per two be equipped with the strengthening rib between the fixed block, one side of steel sheet is equipped with T type groove, the opposite side of steel sheet be equipped with T type groove size assorted T template, be equipped with the corresponding recess in big or small position on one side inner wall of T type groove and one side outer wall of T template, two be equipped with the shock absorber between the recess, first screw thread mouth has all been seted up on the both sides lateral wall of steel sheet, all inserts in every first screw thread mouth. The utility model discloses a realize the antidetonation amortization function of steel sheet, adaptability is wider, and two steel sheets pass through the concatenation of T type piece and T type groove, and easy to assemble makes the steel sheet fixed more stable through the support of first threaded rod and fixture block, simple structure, convenient and practical.

Aiming at the related technologies, the inventor thinks that the vibration suffered by the steel structure plate is generally ground vibration, and the steel structure plate has the defect of poor anti-vibration effect when in use.

SUMMERY OF THE UTILITY MODEL

In order to improve the antidetonation effect of steel construction plate, this application provides a steel construction plate of antidetonation amortization.

The application provides a pair of steel construction plate of antidetonation amortization adopts following technical scheme:

the utility model provides a steel construction plate of antidetonation amortization, includes inner panel subassembly, planking and damper, and the standing groove has been seted up to the planking bottom, and the inner panel subassembly is inserted and is located in the standing groove and can dismantle with the planking and be connected the setting, and damper can dismantle the top of connecting in the inner panel subassembly, and damper and the top butt setting of planking inner wall.

Through adopting above-mentioned technical scheme, the bottom of inner panel subassembly is buried underground in the ground, and the inner panel subassembly is inserted and is located in the standing groove of planking, and the planking is arranged ground top in, and when the ground receives external force vibrations, the inner panel subassembly takes place vibrations, and damper has the effect of buffering to vibrations, effectively reduces the influence that the planking received vibrations to reduce holistic vibration amplitude, improve the antidetonation effect of steel construction plate.

Preferably, damper includes fixed plate, spring and butt plate, and the fixed plate can be dismantled and connect in the top of inner panel subassembly, and the butt plate is arranged in the fixed plate top and is set up with the fixed plate interval, and spring fixed connection is between fixed plate and butt plate, and the butt plate sets up with the top butt of planking inner wall.

Through adopting above-mentioned technical scheme, when ground vibrations, the inner panel subassembly shakes along with vibrations, and elastic deformation takes place for the spring, and the spring is at vertical direction compression and tensile, and the external force that the damper assembly received when vibrations planking offsets, can effectively reduce the vibration range of planking, effectively improves holistic antidetonation effect.

Preferably, the inner panel subassembly includes back up coat, acoustic celotex board and foaming concrete layer, and the back up coat is inside hollow structure, and the acoustic celotex board rigid coupling sets up on the relative inside wall of back up coat and interval, and foaming concrete layer rigid coupling is between two acoustic celotex boards.

By adopting the technical scheme, the sound insulation board and the foamed concrete layer are arranged in the reinforcing layer, the protective property of the sound insulation board and the foamed concrete layer is improved by the reinforcing layer, and the service life is prolonged; the sound insulation board can effectively reduce the transmission effect of noise; the foamed concrete layer is a novel light material containing a large number of closed air holes, and has good sound absorption and heat preservation effects.

Preferably, the top of the reinforcing layer is fixedly connected with a clamping block, the fixing plate is provided with a clamping groove opposite to the clamping block, and the clamping block is inserted into the clamping groove and clamped with the clamping groove.

Through adopting above-mentioned technical scheme, when damper, the one end of fixture block is arranged in to the fixed plate, removes the fixed plate to the other end of fixture block from the one end of fixture block, and the fixture block is inserted and is located in the draw-in groove of fixed plate and form the joint setting to install damper in the top of back up coat, the installation is laborsaving swift, has improved the convenience of installation.

Preferably, the back up coat both ends can be dismantled and be connected with the fixed block, are provided with fixing bolt on the fixed block, and fixing bolt passes the fixed block and sets up with the back up coat joint, and the planking just has seted up the groove of stepping down to fixed block department, and the fixed block is arranged in the inslot of stepping down and highly being greater than the height of fixed block in the groove of stepping down, and the planking just has seted up the mounting hole that link up to fixing bolt department.

By adopting the technical scheme, when the inner plate assembly and the outer plate are installed, the fixing block is arranged in the abdicating groove, the outer plate is sleeved outside the inner plate assembly, the fixing bolt is inserted from the installation hole, the fixing bolt penetrates through the fixing block and is clamped with the reinforcing layer, the fixing block is detachably connected with the reinforcing layer and is arranged in the abdicating groove, and the abdicating groove limits the fixing block in the vertical and horizontal directions, so that the outer plate and the inner plate assembly are fixed; when vibrations, the spring takes place elastic deformation in vertical direction, and the groove of stepping down highly is greater than the height of fixed block, and planking and fixed block take place small vibrations in vertical direction, effectively improve the antidetonation effect of steel construction plate.

Preferably, the two opposite sides of the reinforcing layer are fixedly connected with a soft layer, and the soft layer is abutted to the placing groove.

Through adopting above-mentioned technical scheme, soft layer is softer material, can take place small deformation, and when ground vibrations take place, elastic deformation takes place for the spring in vertical direction, and the planking takes place small vibrations in vertical direction, and soft layer and planking inner wall butt take place relative slip simultaneously, and soft layer can weaken the planking and add the collision between the bed plate, improves the antidetonation effect of steel construction plate.

Preferably, the sound-proof board has been seted up on deviating from the side on foaming concrete layer and has been fallen the hole of making an uproar, falls the hole of making an uproar and is provided with a plurality ofly and even interval setting, falls the downthehole packing of making an uproar and fall the granule cotton of making an uproar.

By adopting the technical scheme, sound waves enter the noise reduction holes, are reflected on the inner walls of the noise reduction holes and rub against the edges of the noise reduction holes to convert sound energy into heat energy, the energy of the sound waves is consumed and absorbed into the sound insulation board, and the transmission of noise is effectively reduced from the side walls of the sound insulation board; the particle cotton of making an uproar falls for inorganic graininess and falls the fibrous product of making an uproar, low in manufacturing cost, easily obtain, fall the particle cotton of making an uproar and have a large amount of tiny pores, play the effect of inhaling the sound, have the sound of preferred and fall the performance of making an uproar, further improve holistic syllable-dividing noise reduction effect.

Preferably, the one end rigid coupling that the planking is close to the fixed block has the card strip, and the planking has just seted up the inserting groove to the one side of card strip, and the card strip is inserted and is located the setting of inserting inslot joint, and the mounting hole runs through the setting of card strip.

Through adopting above-mentioned technical scheme, when adjacent steel construction plate is installed, the card strip on the adjacent planking is inserted and is located the inserting groove, and the inserting groove carries on spacingly to the card strip from the horizontal direction, has strengthened the stability of connecting between the adjacent planking, and it is convenient to install, has improved the convenience of installation, reaches better result of use.

In summary, the present application includes at least one of the following beneficial technical effects:

1. by arranging the damping assembly, the anti-seismic effect of the steel structure plate is effectively improved;

2. by arranging the clamping block and the clamping groove, the effect of improving the installation convenience of the damping assembly is achieved;

3. through setting up the inner panel subassembly, produced and improved the effect of the amortization of making an uproar of falling of steel construction board.

Drawings

FIG. 1 is a schematic overall structure of the present application;

FIG. 2 is an exploded view of the present application;

FIG. 3 is a partial view highlighting the shock absorbing assembly;

FIG. 4 is a cross-sectional view of the present application;

fig. 5 is an enlarged view at a in fig. 4.

Description of reference numerals: 1. an inner plate assembly; 11. a reinforcement layer; 111. a clamping block; 112. a fixed block; 12. a sound insulating board; 121. a noise reduction hole; 13. a foamed concrete layer; 2. an outer plate; 21. a yielding groove; 22. mounting holes; 23. inserting grooves; 24. a placement groove; 3. a shock absorbing assembly; 31. a fixing plate; 311. a card slot; 32. A spring; 33. a butt joint plate; 4. fixing the bolt; 5. a soft layer; 6. noise reduction particle cotton; 7. and (6) clamping the strip.

Detailed Description

The present application is described in further detail below with reference to figures 1-5.

The embodiment of the application discloses steel construction plate of antidetonation amortization. Combine fig. 1 and fig. 2, a steel construction plate of antidetonation amortization includes inner panel subassembly 1, planking 2 and damper assembly 3, standing groove 24 has been seted up to planking 2 bottom, inner panel subassembly 1 is inserted and is located in standing groove 24 and can dismantle with planking 2 and be connected the setting, damper assembly 3 can dismantle the top of connecting in inner panel subassembly 1, and damper assembly 3 sets up with the top butt of 2 inner walls of planking, the bottom of inner panel subassembly 1 is buried underground in ground, and planking 2 is arranged in above ground, when ground receives external force vibrations, damper assembly 3 has the effect of buffering to vibrations and has reduced the influence that planking 2 received vibrations, improve the antidetonation effect of steel construction plate.

Referring to fig. 2, inner panel subassembly 1 includes back up coat 11, acoustic celotex board 12 and foaming concrete layer 13, back up coat 11 is inside hollow structure, the top of back up coat 11 sets up for sealing, 12 rigid couplings of acoustic celotex board set up on the relative inside wall of back up coat 11 and the interval, 13 rigid couplings of foaming concrete layer between two acoustic celotex boards 12, acoustic celotex board 12 deviates from and has seted up on the side of foaming concrete layer 13 and fall the hole 121 of making an uproar, it is provided with a plurality of and even interval setting to fall the hole 121 of making an uproar, it has the granule cotton 6 of making an uproar. The reinforcing layer 11 has higher rigidity and is arranged outside the sound insulation board 12 and the foamed concrete layer 13, so that the protection performance of the sound insulation board 12 and the foamed concrete layer 13 is improved; the sound waves enter the noise reduction holes 121, the noise reduction particle cotton 6 in the noise reduction holes 121 is provided with a large number of fine pores, the sound absorption effect is achieved, the sound absorption performance is good, meanwhile, the sound waves are reflected on the inner walls of the noise reduction holes 121 and rub against the edges of the noise reduction holes 121 to convert sound energy into heat energy, the energy of the sound waves is consumed and absorbed into the sound insulation board 12, and the sound insulation board 12 can further reduce the noise transmission effect; the foamed concrete layer 13 is a novel light material containing a large number of closed air holes, and has good sound absorption and heat preservation effects.

Referring to fig. 3, damper assembly 3 includes fixed plate 31, spring 32 and butt plate 33, 11 top rigid couplings of back up layer have fixture block 111, fixed plate 31 just has seted up draw-in groove 311 to fixture block 111 department, fixture block 111 inserts and locates in draw-in groove 311 and form the joint with draw-in groove 311, butt plate 33 is arranged in fixed plate 31 top and is set up with fixed plate 31 interval, butt plate 33 is the C type, and the bottom and the fixed plate 31 butt setting at butt plate 33 both ends, spring 32 fixed connection is between fixed plate 31 and butt plate 33, butt plate 33 sets up with the top butt of 2 inner walls of planking. When the damping assembly 3 is mounted on the top of the reinforcing layer 11, the fixing plate 31 is placed at one end of the fixture block 111, the fixing plate 31 is moved from one end of the fixture block 111 to the other end of the fixture block 111, and the fixture block 111 is inserted into the clamping groove 311 of the fixing plate 31 to form a clamping arrangement, so that the damping assembly 3 is mounted on the top of the reinforcing layer 11; when the ground vibrates, the inner plate component 1 vibrates along with the vibration, the spring 32 is compressed and stretched in the vertical direction, and the shock absorption component 3 offsets the external force applied to the outer plate 2 during the vibration, so that the vibration amplitude of the outer plate 2 can be effectively reduced, and the integral shock absorption effect is effectively improved; when spring 32 compresses and when tensile in vertical direction, the limiting plate removes in vertical direction, and the bottom and the fixed plate 31 butt at limiting plate both ends, fixed plate 31 carry on spacingly from the horizontal direction to the limiting plate, prevent that the limiting plate from taking place to rock at the horizontal direction, have improved damper 3's stability.

With reference to fig. 4 and 5, the two ends of the reinforcing layer 11 are detachably connected with fixing blocks 112, fixing bolts 4 are connected to the fixing blocks 112 in a threaded manner, the outer plate 2 is provided with a yielding groove 21 opposite to the fixing blocks 112, the fixing blocks 112 are arranged in the yielding groove 21, the height of the yielding groove 21 is larger than that of the fixing blocks 112, and the outer plate 2 is provided with through mounting holes 22 opposite to the fixing bolts 4. Install planking 2 when the inboard plate subassembly 1 outside, in the groove 21 of stepping down is arranged in to fixed block 112, locate the planking 2 cover in the inboard plate subassembly 1 outside, insert fixing bolt 4 from mounting hole 22, fixing bolt 4 passes fixed block 112 and forms the joint with back up coat 11, fixed block 112 can be dismantled with back up coat 11 and be connected and place in the groove 21 of stepping down, when vibrations, spring 32 takes place elastic deformation in vertical direction, the height that highly is greater than fixed block 112 of groove 21 of stepping down, planking 2 and fixed block 112 take place small vibrations in vertical direction, effectively improve the antidetonation effect of steel construction plate.

When the ground shakes, planking 2 when shaking under damper assembly 3's effect, in order to reduce the collision of back up coat 11 and 2 inner walls of planking, refer to fig. 2, the just right both sides rigid coupling of back up coat 11 has soft layer 5, soft layer 5 sets up with standing groove 24 butt, when planking 2 shakes, soft layer 5 and 2 inner walls butt of planking take place relative slip, soft layer 5 is softer material, can take place small deformation, soft layer 5 can weaken the collision between planking 2 and the back up coat 11, improve the antidetonation effect of steel construction plate.

In order to improve the convenience of the installation of the adjacent steel structure plates, the outer plate 2 is fixedly connected with the clamping strip 7 at one end close to the fixing block 112, the outer plate 2 is just opposite to one side of the clamping strip 7, and the mounting hole 22 penetrates through the clamping strip 7. Card strip 7 on adjacent planking 2 inserts and locates in inserting groove 23 and form the joint, and inserting groove 23 is spacing to card strip 7 from the horizontal direction, has strengthened the stability of connecting between adjacent planking 2, and it is convenient to install, has improved the convenience of installation, reaches better result of use.

The implementation principle of the steel structure plate of this application embodiment of antidetonation amortization does: the bottom of the inner plate assembly 1 is embedded in the ground, the fixing plate 31 is arranged at one end of the clamping block 111, the fixing plate 31 is moved from one end of the clamping block 111 to the other end, the clamping block 111 is inserted into the clamping groove 311 to form clamping connection, the fixing block 112 is arranged in the abdicating groove 21, the outer plate 2 is sleeved on the outer side of the inner plate assembly 1, the top of the abutting plate 33 is abutted to the top of the accommodating groove 24 of the outer plate 2, the fixing bolt 4 is inserted from the mounting hole 22, and the fixing bolt 4 penetrates through the fixing block 112 and is clamped with the reinforcing layer 11; when the adjacent outer plates 2 are installed, the clamping strips 7 of the adjacent outer plates 2 are inserted into the inserting grooves 23, so that the connection stability between the adjacent outer plates 2 is enhanced; when the ground vibrates, the inner plate assembly 1 vibrates along with the ground vibration, the spring 32 elastically deforms in the vertical direction, the outer plate 2 and the fixed block 112 move in the vertical direction, the damping assembly 3 has a buffering effect on the vibration impact force, and the vibration resistance effect of the steel structure plate can be effectively improved.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a steel construction plate of antidetonation amortization which characterized in that: including inner panel subassembly (1), planking (2) and damper assembly (3), standing groove (24) have been seted up to planking (2) bottom, and inner panel subassembly (1) is inserted and is located standing groove (24) and can dismantle with planking (2) and be connected the setting, and damper assembly (3) can be dismantled and connect in the top of inner panel subassembly (1), and damper assembly (3) and the top butt setting of planking (2) inner wall.

2. An earthquake-resistant and sound-deadening steel structural slab as claimed in claim 1, wherein: damping component (3) are including fixed plate (31), spring (32) and butt joint board (33), and fixed plate (31) can be dismantled and connect in the top of inner panel subassembly (1), and butt joint board (33) are arranged in fixed plate (31) top and are set up with fixed plate (31) interval, and spring (32) fixed connection is between fixed plate (31) and butt joint board (33), and butt joint board (33) set up with the top butt of planking (2) inner wall.

3. An earthquake-resistant and sound-deadening steel structural slab as claimed in claim 2, wherein: inner panel subassembly (1) includes back up coat (11), acoustic celotex board (12) and foaming concrete layer (13), and back up coat (11) are inside hollow structure, and acoustic celotex board (12) rigid coupling sets up on back up coat (11) relative inside wall and interval, and foaming concrete layer (13) rigid coupling is between two acoustic celotex boards (12).

4. An earthquake-resistant and sound-deadening steel structural slab as claimed in claim 3, wherein: the top of the reinforcing layer (11) is fixedly connected with a clamping block (111), a clamping groove (311) is formed in the position, opposite to the clamping block (111), of the fixing plate (31), and the clamping block (111) is inserted into the clamping groove (311) and clamped with the clamping groove (311).

5. An earthquake-resistant and sound-deadening steel structural slab as claimed in claim 3, wherein: reinforcing layer (11) both ends can be dismantled and be connected with fixed block (112), be provided with fixing bolt (4) on fixed block (112), fixing bolt (4) pass fixed block (112) and set up with reinforcing layer (11) joint, planking (2) just have seted up groove of stepping down (21) to fixed block (112) department, highly being greater than the height of fixed block (112) in groove of stepping down (21) is arranged in fixed block (112) and groove of stepping down (21), planking (2) just have seted up mounting hole (22) that link up to fixing bolt (4) department.

6. An earthquake-resistant and sound-deadening steel structural slab as claimed in claim 3, wherein: the two sides of the reinforcing layer (11) opposite to each other are fixedly connected with a soft layer (5), and the soft layer (5) is abutted against the placing groove (24).

7. An earthquake-resistant and sound-deadening steel structural slab as claimed in claim 3, wherein: the side face, deviating from the foamed concrete layer (13), of the sound insulation board (12) is provided with noise reduction holes (121), the noise reduction holes (121) are arranged in a plurality of and uniformly spaced mode, and noise reduction particle cotton (6) are filled in the noise reduction holes (121).

8. An earthquake-resistant and sound-deadening steel structural slab as claimed in claim 5, wherein: one end of the outer plate (2) close to the fixing block (112) is fixedly connected with a clamping strip (7), one side of the outer plate (2) opposite to the clamping strip (7) is provided with an insertion groove (23), the clamping strip (7) is inserted into the insertion groove (23) and clamped, and the mounting hole (22) penetrates through the clamping strip (7).

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