CN218149088U - Partition plate with good anti-seismic performance - Google Patents
Partition plate with good anti-seismic performance Download PDFInfo
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- CN218149088U CN218149088U CN202222063436.8U CN202222063436U CN218149088U CN 218149088 U CN218149088 U CN 218149088U CN 202222063436 U CN202222063436 U CN 202222063436U CN 218149088 U CN218149088 U CN 218149088U
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Abstract
The utility model discloses a partition plate that anti-seismic performance is good belongs to construction technical field. Comprises a partition board, a base, an elastic clamping block and a clamping groove; the vertical setting of partition plate, the base setting is in the partition plate bottom, and the base is built-in the floor usually, is provided with in the partition plate and supports the chamber, and elasticity joint piece fixed mounting is in supporting the chamber bottom, and elasticity joint piece tip extends to the partition plate outside from passing supporting the chamber bottom, and one side that the base was towards the partition plate is provided with the draw-in groove, and the one end that the elasticity joint piece is located the partition plate outside extends to the draw-in groove. The utility model discloses well partition plate and base take place the dislocation under the vibration, thereby take place deformation and absorb some vibrations at dislocation in-process elastic clamping piece to reduced the dislocation range of partition plate and base, avoided the partition plate to take place deformation damage because of the vibration.
Description
Technical Field
The utility model relates to a partition plate that anti-seismic performance is good belongs to construction technical field.
Background
At present, the partition boards used in buildings mainly have two types, namely a light partition board which takes concrete materials as main bodies and a light steel keel gypsum board partition board.
The concrete light partition wall board has relatively large weight and is connected with a building main body structure, the concrete light partition wall board belongs to rigid connection, and under the earthquake effect, the connection part is extremely easy to damage, so that the partition wall collapses, and personnel injury is caused.
The light steel keel gypsum board partition board has light weight and also has the risk of collapse under the earthquake effect.
The traditional partition board has insufficient anti-seismic performance and cannot absorb and buffer the wall vibration.
Therefore, a new solution is needed to solve this problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that: the partition board has the advantages that the partition board is good in anti-seismic performance, and the problem that the vibration of a wall body cannot be absorbed and buffered due to the fact that the anti-seismic performance of a traditional partition board is insufficient in the prior art is solved.
The utility model discloses the technical problem that will solve takes following technical scheme to realize: the partition board with good anti-seismic performance comprises a partition board, a base, an elastic clamping block and a clamping groove; the vertical setting of partition plate, the base setting is in the partition plate bottom, and the base is built-in the floor usually, is provided with in the partition plate and supports the chamber, and elasticity joint piece fixed mounting is in supporting the chamber bottom, and elasticity joint piece tip extends to the partition plate outside from passing supporting the chamber bottom, and one side that the base was towards the partition plate is provided with the draw-in groove, and the one end that the elasticity joint piece is located the partition plate outside extends to the draw-in groove.
Through adopting above-mentioned technical scheme, the base is located partition plate bottom one side, the base is built-in the floor usually, elastic clamping piece tip inserts in the draw-in groove, after partition plate takes place the butt with the base under the action of gravity, elastic clamping piece extends to the one end of draw-in groove and takes place deformation, fill the draw-in groove inner space, partition plate lower extreme and base butt this moment, partition plate upper end and wall body butt, can add foamer or adhesive with the butt department of wall body and base respectively at partition plate and fix, when vibrations lead to foamer or adhesive to drop takes place at the wall body, because base and floor are connected firmly, partition plate and base dislocation under the vibration this moment, thereby take place deformation and absorb partly vibration at dislocation in-process elastic clamping piece, thereby the dislocation range of partition plate and base has been reduced, avoid partition plate to take place deformation damage because of vibration.
The utility model discloses further set up to: support the intracavity and be provided with two at least main tributary faggings and two at least auxiliary support boards, two vertical range of main tributary fagging and relative tip are articulated, the hinged end of main tributary fagging is articulated with the vertical lateral wall in support chamber simultaneously, two auxiliary support board settings are between two main tributary fagging contained angles, two vertical range of auxiliary support board and relative tip are articulated, the hinged end of auxiliary support board is articulated with the vertical lateral wall in support chamber simultaneously, auxiliary support board and main tributary fagging set up with the articulated department of supporting the chamber lateral wall respectively relatively, adjacent main tributary fagging and the auxiliary support board between adjacent main tributary fagging form a support group jointly.
Through adopting above-mentioned technical scheme, main tributary fagging and auxiliary stay board support at the support intracavity side, when the partition plate takes place deformation, can give a reverse holding power of partition plate, improve the resistance of partition plate to the exogenic action.
The utility model discloses further set up to: a plurality of supporting groups are arranged in the supporting cavity, and adjacent supporting groups are vertically arranged.
Through adopting above-mentioned technical scheme, vertical the arranging sets up a plurality of support groups in supporting the intracavity, makes the support group from top to bottom all-round to support the partition plate, makes the support group carry out the whole support to the partition plate, avoids appearing the not enough cracked condition of emergence of partial support.
The utility model discloses further set up to: support the chamber top and be provided with according to the clamp plate, according to clamp plate supporting intracavity vertical slip, according to clamp plate and supporting the fixed spring that is provided with between the chamber top end wall, keep away from the one side of spring and the one end butt of articulated department with the main tributary fagging according to the clamp plate.
Through adopting above-mentioned technical scheme, the spring with keep away from the one end butt of articulated department according to the clamp plate, when the partition plate received extrusion or striking, make angle grow between the mutual articulated main tributary fagging, the main tributary fagging was pressed and is pressed the clamp plate to the direction motion that is close to the spring this moment, and the spring was compressed this moment, and elastic deformation through the spring cushions application extrusion force or impact on the partition plate, has improved the shock resistance of partition plate.
The utility model discloses further set up to: the main supporting plate and the auxiliary supporting plate are made of elastic materials, and the diameters of the main supporting plate and the auxiliary supporting plate are the same.
Through adopting above-mentioned technical scheme, use has elastic main support board and auxiliary support board, makes main support board and auxiliary support board atress behind the great power, only can take place elastic deformation, the condition of rupture can not appear, has improved the life of main support board and auxiliary support board.
The utility model discloses further set up to: the width of one end of the elastic clamping block extending into the clamping groove is smaller than that of one end of the elastic clamping block located in the supporting cavity.
Through adopting above-mentioned technical scheme, the one end width that the elastic joint piece extends to in the draw-in groove is less can make behind partition plate and the base butt, and when the deformation took place for the elastic joint piece, the less one end deformation volume that only is in the draw-in groove of the partial elastic joint piece deformation volume that is located the support intracavity is great, can guarantee like this that the stress intensity that the part that the elastic joint piece is located the support intracavity is higher than the part that extends to in the draw-in groove, prevents the earlier cracked condition that appears in elastic joint piece and partition plate.
The utility model discloses further set up to: the adjacent supporting components are arranged on the opposite side walls of the supporting cavity, the adjacent supporting components share the main supporting plate on the opposite side for hinging, and the two ends of the main supporting plate on the opposite side are hinged with the two opposite sides of the inner wall of the supporting cavity respectively.
Through adopting above-mentioned technical scheme, because a main tributary fagging of relative one side sharing of two sets of support groups, the both ends of main tributary fagging articulate in relative support chamber side, when the inside emergence pressure of partition plate, the main tributary fagging can provide the holding power for the partition plate under self elasticity limit, compare in the main tributary fagging that the articulated other end activity state of one end set up can provide the holding power for the partition plate better.
The utility model discloses further set up to: the width of the clamping groove is larger than the width of one end of the elastic clamping block extending into the clamping groove.
Through adopting above-mentioned technical scheme, when the width of draw-in groove was greater than the width of elasticity joint piece, when elasticity joint piece was pressed and is taken place deformation, the deformation and the packing in the draw-in groove space of the expansion smoothly of elasticity joint piece tip of being convenient for.
The beneficial effects of the utility model are that:
1. the base is located partition plate bottom one side, the base is built-in the floor usually, elastic clamping piece tip inserts in the draw-in groove, after partition plate takes place the butt with the base under the action of gravity, elastic clamping piece extends to the one end of draw-in groove and takes place deformation, fill the draw-in groove inner space, partition plate lower extreme and base butt this moment, partition plate upper end and wall body butt, can add foamer or adhesive with the butt department of wall body and base respectively at partition plate and fix, when vibrations take place at the wall body and lead to foamer or adhesive to drop, because base and floor are connected firmly, partition plate and base dislocation under the vibration this moment, thereby it absorbs partly vibration to take place deformation at dislocation in-process elastic clamping piece, thereby the dislocation range of partition plate and base has been reduced, avoid partition plate to take place deformation damage because of vibration.
2. Because two sets of supporting groups relative one side sharing main tributary fagging, the both ends of main tributary fagging articulate in relative support chamber side, when the inside pressure that takes place of partition plate, the main tributary fagging can provide the holding power for the partition plate under self elasticity limit, compare in the main tributary fagging that one end articulated other end activity state set up can provide the holding power for the partition plate better.
3. The spring with press the one end butt of pressing the clamp plate to keep away from articulated department, when the partition plate received extrusion or striking, made angle grow between the mutual articulated main tributary fagging, the main tributary fagging was pressed and is pressed the clamp plate to the direction motion of being close to the spring this moment, and the spring was compressed this moment, and elastic deformation through the spring cushions extrusion force or impact on the partition plate of applying, has improved the shock resistance of partition plate.
Drawings
FIG. 1 is a schematic view of the structure of the partition board of the present invention when the partition board and the base are not abutted;
FIG. 2 is a schematic structural view of the partition board of the present invention after abutting against the base;
FIG. 3 is an enlarged view of the structure of FIG. 2A;
FIG. 4 is a schematic structural view of the hinge of adjacent main supporting plates of the present invention;
fig. 5 is a schematic structural view of the support assembly of the present invention.
In the figure: 10. a partition plate; 11. a base; 12. a support cavity; 20. a spring; 21. a pressing plate; 30. a main supporting plate; 31. an auxiliary support plate; 40. an elastic clamping block; 41. a clamping groove.
Detailed Description
In order to understand the technical means, creation features, achievement purposes and functions of the present invention easily, the present invention will be further explained by combining with the specific drawings.
As shown in fig. 1-5, the partition board with good anti-seismic performance includes a partition board 10, a base 11, an elastic clamping block 40 and a clamping groove 41; partition plate 10 is vertical to be set up, and base 11 sets up in partition plate 10 bottom, and base 11 is built-in the floor usually, is provided with in partition plate 10 and supports chamber 12, and 40 fixed mounting of elastic joint piece are in supporting 12 bottoms in the chamber, and the tip of elastic joint piece is from passing and supporting 12 bottoms in the chamber and extending to the partition plate 10 outside, and base 11 is provided with draw-in groove 41 towards one side of partition plate 10, and the one end that elastic joint piece 40 is located the partition plate 10 outside extends to in the draw-in groove 41. The width of the end of the elastic clamping block 40 extending into the clamping groove 41 is smaller than the width of the end of the elastic clamping block 40 located in the supporting cavity 12. The width of the slot 41 is larger than the width of one end of the elastic clamping block 40 extending into the slot 41. At least two main supporting plates 30 and at least two auxiliary supporting plates 31 are arranged in the supporting cavity 12, the main supporting plates 30 and the auxiliary supporting plates 31 are both made of elastic materials, and the diameters of the main supporting plates 30 and the auxiliary supporting plates 31 are the same. The two main supporting plates 30 are vertically arranged, opposite end parts of the two main supporting plates are hinged, the hinged ends of the main supporting plates 30 are simultaneously hinged with the vertical side wall of the supporting cavity 12, and one end, far away from the hinged part, of the main supporting plate 30 is abutted against the end wall of the other side of the supporting cavity 12. Two auxiliary support plates 31 are arranged between the included angles of the two main support plates 30, the two auxiliary support plates 31 are vertically arranged, the opposite end parts of the two auxiliary support plates 31 are hinged, the hinged ends of the auxiliary support plates 31 are hinged to the vertical side wall of the support cavity 12, the auxiliary support plates 31 and the main support plates 30 are respectively arranged opposite to the hinged parts of the side wall of the support cavity 12, and the adjacent main support plates 30 and the auxiliary support plates 31 between the adjacent main support plates 30 form a support group together. A plurality of support groups are arranged in the support cavity 12, and adjacent support groups are vertically arranged. The adjacent supporting groups are respectively arranged on the opposite side walls of the supporting cavity 12, the main supporting plate 30 on the opposite side is shared in the adjacent supporting groups and hinged, and two ends of the main supporting plate 30 on the opposite side are respectively hinged with the opposite two sides of the inner wall of the supporting cavity 12, namely, the adjacent supporting groups are arranged on the opposite inner wall of the supporting cavity 12 in a staggered manner, the whole body is arranged in an approximate Z shape, and one ends, far away from the hinged parts, of the main supporting plates 30 which are only arranged on the two sides of the supporting groups in the vertical direction are in a movable state. (the arrangement structure of the main support plate 30 is shown in fig. 5).
As shown in FIG. 1, a pressing plate 21 is disposed at the top of the supporting cavity 12, the pressing plate 21 slides vertically in the supporting cavity 12, a spring 20 is fixedly disposed between the pressing plate 21 and the end wall of the top of the supporting cavity 12, and one side of the pressing plate 21, which is far away from the spring 20, abuts against one end of the main supporting plate 30, which is far away from the hinge.
Through adopting above-mentioned technical scheme, base 11 is located partition plate 10 bottom one side, base 11 is built-in the floor usually, elasticity joint piece 40 tip inserts in draw-in groove 41, after partition plate 10 takes place the butt with base 11 under the action of gravity, elasticity joint piece 40 extends to draw-in groove 41 one end and takes place deformation, fill the space in the draw-in groove 41, partition plate 10 lower extreme and base 11 butt this moment, partition plate 10 upper end and wall body butt, can add foamer or adhesive at partition plate 10 respectively with the butt department of wall body and base 11 and fix, when vibrations take place at the wall body and lead to foamer or adhesive to drop, because base 11 and floor are connected firmly, partition plate 10 and base 11 take place the dislocation under the vibration this moment, thereby take place deformation absorption partly vibration at dislocation in-process elasticity joint piece 40, thereby the dislocation range of wallboard partition plate 10 and base 11 has been reduced, avoid partition plate 10 to take place deformation because of vibration and damage.
The main supporting plate 30 and the auxiliary supporting plate 31 are supported inside the supporting cavity 12, and when the partition wall plate 10 deforms, a reverse supporting force can be applied to the partition wall plate 10, so that the resistance of the partition wall plate 10 to the external force is improved.
Vertical the arranging sets up a plurality of support groups in supporting chamber 12, makes the support group support partition plate 10 from top to bottom all-round, makes the support group carry out whole support to partition plate 10, avoids appearing the not enough cracked condition of emergence of partial support.
The use has elastic main backup pad 30 and auxiliary support plate 31, makes main backup pad 30 and auxiliary support plate 31 receive behind the great power, only can take place elastic deformation, the condition of rupture can not appear, has improved the life of main backup pad 30 and auxiliary support plate 31.
Because the opposite sides of the two support groups share one main support plate 30, and the two ends of the main support plate 30 are hinged to the sides of the opposite support cavities 12, when the partition board 10 generates pressure inwards, the main support plate 30 can provide support force for the partition board 10 under the elastic limit of the main support plate 30, and can provide support force for the partition board 10 better compared with the main support plate 30 which is hinged at one end and is arranged in a movable state at the other end.
When the width of draw-in groove 41 is greater than the width of elasticity joint piece 40, elasticity joint piece 40 is pressed and is taken place deformation, the elasticity joint piece 40 tip of being convenient for can expand deformation smoothly and fill in draw-in groove 41 space.
When installation partition plate 10 and base 11, base 11 need be built-in to be installed in the floor, makes base 11 and floor rigid connection, and when 40 tip of elastic clamping piece inserted draw-in groove 41, partition plate 10 took place the butt with base 11 under the action of gravity, and elastic clamping piece 40 took place to collide deformation under the pressure effect this moment and fills draw-in groove 41 space. Meanwhile, objects such as foaming glue or adhesive are filled between the partition wall plate 10 and the base 11 and the wall body and the floor respectively, so that the connection degree between the partition wall plate 10 and the base 11 and the building is improved.
When taking place the earthquake or taking place the side direction striking to partition plate 10, main tributary fagging 30 and auxiliary support plate 31 are owing to with support 12 inner walls butts in chamber, main tributary fagging 30 and auxiliary support plate 31 can produce the stable effect of support to partition plate 10 under self elasticity limit this moment, take place the dislocation because of vibration partition plate 10 and base 11 simultaneously, partition plate 10 and the 40 combined action of elasticity joint piece give the 40 shearing forces of elasticity joint piece this moment, elasticity joint piece 40 takes place elastic deformation under the effect of shearing force, thereby offset and slow down the shearing force, reached the purpose that slows down partition plate 10 and base 11 relative dislocation this moment. Simultaneously when the striking takes place for partition plate 10 side direction, deformation takes place for partition plate 10 side direction, lie in this moment and be close to a pair of articulated main tributary fagging 30 of pressing according to board 21 one side along articulated department increase angle that opens and shuts, the one end main tributary fagging 30 that pushes down board 21 butt this moment pushes down board 21 and moves to the direction that is close to spring 20, spring 20 is compressed this moment, both ends all take place to buckle and compression deformation with supporting chamber 12 articulated main tributary fagging 30 under self elasticity limit simultaneously, further reduced partition plate 10 deformation degree. The joint between the auxiliary supporting plate 31 and the main supporting plate 30 can enable the main supporting plate 30 to support the main supporting plate 30 when the angle changes or the main supporting plate is elastically bent and compressed along the hinged position, so that the stress capacity of the main supporting plate 30 is improved.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the above-described embodiments, and that various changes and modifications may be made without departing from the spirit and scope of the invention, and such changes and modifications are intended to be included within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. Partition plate that anti-seismic performance is good, its characterized in that: comprises a partition board (10), a base (11), an elastic clamping block (40) and a clamping groove (41); partition plate (10) vertical setting, base (11) set up in partition plate (10) bottom, be provided with in partition plate (10) and support chamber (12), elastic joint piece (40) fixed mounting is in supporting chamber (12) bottom, elastic joint piece (40) tip is from passing and supporting chamber (12) bottom and extending to the partition plate (10) outside, one side that base (11) is towards partition plate (10) is provided with draw-in groove (41), the one end that elastic joint piece (40) are located the partition plate (10) outside extends to draw-in groove (41).
2. The partition board with good seismic performance according to claim 1, wherein: at least two main support plates (30) and at least two auxiliary support plates (31) are arranged in the support cavity (12), the two main support plates (30) are vertically arranged, the opposite end parts of the two main support plates are hinged, the hinged end of each main support plate (30) is hinged with the vertical side wall of the support cavity (12) at the same time, the two auxiliary support plates (31) are arranged between the included angles of the two main support plates (30), the two auxiliary support plates (31) are vertically arranged, the opposite end parts of the two auxiliary support plates (31) are hinged, the hinged end of each auxiliary support plate (31) is hinged with the vertical side wall of the support cavity (12) at the same time, the auxiliary support plates (31) and the main support plates (30) are arranged opposite to the hinged part of the side wall of the support cavity (12) respectively, and the adjacent main support plates (30) and the auxiliary support plates (31) between the adjacent main support plates (30) form a support group together.
3. The partition board with good seismic performance according to claim 2, wherein: a plurality of supporting groups are arranged in the supporting cavity (12), and adjacent supporting groups are vertically arranged.
4. The partition board with good earthquake resistance according to claim 2, wherein: support chamber (12) top and be provided with press plate (21), press plate (21) vertical slip in supporting chamber (12), press plate (21) and support chamber (12) top end wall between fixed spring (20) that is provided with, press plate (21) keep away from one side of spring (20) and main tributary fagging (30) keep away from the one end butt of articulated department.
5. The partition board with good seismic performance according to claim 2, wherein: the main supporting plate (30) and the auxiliary supporting plate (31) are both made of elastic materials, and the diameters of the main supporting plate (30) and the auxiliary supporting plate (31) are the same.
6. The partition board with good earthquake resistance according to claim 1, wherein: the width of one end of the elastic clamping block (40) extending into the clamping groove (41) is smaller than that of one end of the elastic clamping block (40) positioned in the supporting cavity (12).
7. The partition board with good seismic performance according to claim 3, wherein: the adjacent support components are arranged on the opposite side walls of the support cavity (12), the main support plate (30) on the opposite side is shared in the adjacent support components and hinged, and the two ends of the main support plate (30) on the opposite side are hinged with the two opposite sides of the inner wall of the support cavity (12) respectively.
8. The partition board with good seismic performance according to claim 1, wherein: the width of the clamping groove (41) is larger than the width of one end of the elastic clamping block (40) extending into the clamping groove (41).
Priority Applications (1)
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CN202222063436.8U CN218149088U (en) | 2022-08-03 | 2022-08-03 | Partition plate with good anti-seismic performance |
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CN202222063436.8U CN218149088U (en) | 2022-08-03 | 2022-08-03 | Partition plate with good anti-seismic performance |
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CN218149088U true CN218149088U (en) | 2022-12-27 |
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CN202222063436.8U Active CN218149088U (en) | 2022-08-03 | 2022-08-03 | Partition plate with good anti-seismic performance |
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- 2022-08-03 CN CN202222063436.8U patent/CN218149088U/en active Active
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