CN211923014U - Assembled wall body shock insulation structure - Google Patents
Assembled wall body shock insulation structure Download PDFInfo
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- CN211923014U CN211923014U CN202020379936.0U CN202020379936U CN211923014U CN 211923014 U CN211923014 U CN 211923014U CN 202020379936 U CN202020379936 U CN 202020379936U CN 211923014 U CN211923014 U CN 211923014U
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Abstract
The utility model belongs to the technical field of building shock insulation technique and specifically relates to a fabricated wall body shock insulation structure is related to, it includes ground and wallboard, the ground top is provided with first crossbeam, first crossbeam bottom surface is equipped with the stromatolite rubber shock insulation support that the several is used for supporting first crossbeam and ground separation, first crossbeam top is equipped with the second crossbeam, the wallboard bottom is connected fixedly with the second crossbeam, be equipped with rubber gasket between first crossbeam and the second crossbeam, all be equipped with the stopper on the top surface of first crossbeam both sides, second crossbeam both sides respectively with the looks butt of two stoppers. The utility model discloses a set up stromatolite rubber isolation bearing and vibration-damping rubber pad, can slow down the earthquake load when the earthquake, avoid the wallboard to produce violent vibrations and cause the structure fracture of building.
Description
Technical Field
The utility model belongs to the technical field of building shock insulation technique and specifically relates to an assembled wall body shock insulation structure is related to.
Background
Of the various natural disasters, earthquakes are the most sudden and devastating. Earthquake can exert earthquake force on a structure, wherein the structure collapse of the building is easily caused by the action of horizontal earthquake load and the action of vertical earthquake load, and great economic loss and casualties are caused. Shock insulation is a novel shock-proof form of a building structure, and a shock insulation cushion is arranged at the top of a certain layer of column of a house to prevent the earthquake effect from being transmitted to an upper-layer building, so that the effect of weakening the earthquake on the upper-layer structure is achieved.
Chinese patent with grant publication No. CN207672771U discloses an assembled wall, which includes a plurality of wall panels, a plug-in is fixedly disposed on one side of a wall panel, a slot for the plug-in to insert is disposed on a side portion of another wall panel, a limiting mechanism for limiting the plug-in is disposed in the wall panel, a receiving hole is disposed in an upper portion of the slot and communicated with the slot in the wall panel, the limiting mechanism includes a sliding rod which is disposed in the receiving hole and vertically slidably connected to the wall panel, a limiting member which prevents the sliding rod from moving downward and can be separated from the sliding rod is disposed on the wall panel, a jack for the sliding rod to insert is disposed on the plug-in, an upper end of the sliding rod is disposed in the receiving hole when the sliding rod is inserted into the jack; insert the jack of plug-in components through the slide bar, after the wallboard that will assemble is tentatively fixed, fill the slot through the grout hole pouring concrete thick liquids, firm in connection between the wallboard is reliable.
The above prior art solutions have the following drawbacks: when the wall panels are subjected to the action of horizontal earthquake load and the action of vertical earthquake load, the wall panels can generate violent vibration, so that the connection relationship between the wall panels is easily damaged, the structure of a building is cracked, and great economic loss and even casualties are caused; therefore, further improvement can be made.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims to provide an assembled wall body shock insulation structure, it slows down vertical earthquake load and horizontal earthquake load through setting up stromatolite rubber shock insulation support and vibration-damping rubber pad, avoids the wallboard to produce violent vibrations and causes the structure fracture of building.
The above object of the present invention can be achieved by the following technical solutions:
the utility model provides an assembled wall body shock insulation structure, includes ground and wallboard, the ground top is provided with first crossbeam, first crossbeam bottom surface is equipped with the stromatolite rubber shock insulation support that the several is used for supporting first crossbeam and ground separation, first crossbeam top is equipped with the second crossbeam, the wallboard bottom is connected fixedly with the second crossbeam, be equipped with rubber gasket between first crossbeam and the second crossbeam, all be equipped with the stopper on the top surface of first crossbeam both sides, second crossbeam both sides respectively with the looks butt of two stoppers.
By adopting the technical scheme, the laminated rubber shock insulation support can provide larger lateral displacement without instability, so that the energy of a horizontal seismic load is effectively consumed, the shock absorption rubber pad between the first cross beam and the second cross beam can play the roles of shock insulation and vertical seismic load absorption, and the shock damage of the vertical seismic load to the wallboard is reduced to the maximum extent; promptly, slow down vertical earthquake load and horizontal earthquake load simultaneously, avoid the wallboard to produce violent vibrations to can avoid the relation of connection between the wallboard to suffer to destroy and cause the structural cracking of building, and then reduce the economic loss that earthquake disaster caused.
The present invention may be further configured in a preferred embodiment as: be provided with between wallboard and the second crossbeam and strengthen the angle steel, it is all connected fixedly through the connecting piece between angle steel and the second crossbeam and between angle steel and the wallboard to strengthen.
Through adopting above-mentioned technical scheme, strengthen the angle steel and be connected fixedly through the connecting piece with wallboard and crossbeam respectively, can realize the fixed connection of wallboard and second crossbeam for be connected more firmly between second crossbeam and the wallboard.
The present invention may be further configured in a preferred embodiment as: a first reinforcing rib plate is integrally formed at the corner of the reinforcing angle steel.
Through adopting above-mentioned technical scheme, first enhancement floor is used for consolidating the angle steel of strengthening for the angle of strengthening the angle steel remains stable, thereby makes the contained angle between wallboard and the second crossbeam remain stable, and then makes being connected between second crossbeam and the wallboard more firm.
The present invention may be further configured in a preferred embodiment as: each lamination rubber vibration isolation support comprises: the top steel plate, the bottom steel plate, the steel plate layer and the rubber layer are alternately arranged between the top steel plate and the bottom steel plate in the vertical direction, the top steel plate is fixedly connected with the first cross beam through shear nails, and the bottom steel plate is fixedly connected with the ground through shear bolts.
Through adopting above-mentioned technical scheme, because stromatolite rubber shock insulation support transmits some seismic energy to first crossbeam, lead to first crossbeam at the horizontal direction reciprocating motion under the inertial action for between top steel sheet and the first crossbeam, and all can receive great shear force between bottom steel sheet and the ground, and the shear force nail all can resist great shear force with the shear force bolt, thereby makes between top steel sheet and the first crossbeam, and the connection between bottom steel sheet and the ground more stable.
The present invention may be further configured in a preferred embodiment as: and the top steel plate and the rubber layer, the rubber layer and the steel plate layer and the rubber layer and the bottom steel plate are bonded and fixed through vulcanization treatment.
By adopting the technical scheme, the vulcanized top steel plate is fixed with the rubber layer, the rubber layer is fixed with the steel plate layer and the rubber layer is fixed with the bottom steel plate by adhesion, so that the relative displacement and deformation between the top steel plate and the rubber layer, between the rubber layer and the steel plate layer and between the rubber layer and the bottom steel plate can be prevented.
The present invention may be further configured in a preferred embodiment as: the bottom steel plate bottom surface all is equipped with at least one crab-bolt.
Through adopting above-mentioned technical scheme, the crab-bolt is used for the spacing stromatolite rubber isolation bearing of firm for be connected between stromatolite rubber isolation bearing and the ground is more stable.
The present invention may be further configured in a preferred embodiment as: and a second reinforcing rib plate is arranged between each limiting block and the first cross beam.
Through adopting above-mentioned technical scheme, the second is strengthened the floor and is used for consolidating the stopper for the angle between stopper and the first crossbeam remains stable.
The present invention may be further configured in a preferred embodiment as: the first beam, the second beam and the limiting block are all of reinforced concrete structures.
Through adopting above-mentioned technical scheme, reinforced concrete structure has better structural strength, can form stable support, is difficult for taking place deformation or cracked phenomenon for the wallboard obtains good shock insulation effect.
The utility model adopts the above technical scheme, its beneficial effect lies in:
1. through setting up stromatolite rubber isolation bearing and vibration-damping rubber pad, can effectively slow down vertical earthquake load and horizontal earthquake load, avoid the wallboard to produce violent vibrations and cause the structure fracture of building, reduce the seismic damage that the earthquake load brought the wallboard.
2. Through setting up first enhancement floor for the angle that makes the angle of strengthening the angle steel remains stable, makes the contained angle between wallboard and the second crossbeam remain stable, thereby makes being connected between second crossbeam and the wallboard more firm.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
In the figure, 1, the ground; 2. a first cross member; 21. a limiting block; 22. a second reinforcing rib; 3. a wallboard; 4. a laminated rubber shock insulation support; 41. a top steel plate; 42. a bottom steel plate; 43. a steel plate layer; 44. a rubber layer; 45. shear nails; 46. a shear bolt; 47. an anchor bolt; 5. a second cross member; 6. a vibration damping rubber pad; 7. reinforcing angle steel; 71. a first reinforcing rib; 8. a connecting member.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, an assembled wall seismic isolation structure includes: the vibration isolation device comprises a ground 1, a first cross beam 2 and a wallboard 3 which is vertically arranged, wherein the first cross beam 2 is horizontally arranged and is positioned above the ground 1, and a plurality of laminated rubber vibration isolation supports 4 are arranged on two sides of the first cross beam 2; each of the laminated rubber-vibration-isolated mounts 4 in the present embodiment is composed of a top steel plate 41, a bottom steel plate 42, and steel plate layers 43 and rubber layers 44 alternately arranged between the top steel plate 41 and the bottom steel plate 42 in the vertical direction, and the top steel plate 41 and the rubber layer 44, the rubber layer 44 and the steel plate layer 43, and the rubber layer 44 and the bottom steel plate 42 are adhesively fixed by vulcanization to prevent relative displacement between the top steel plate 41 and the rubber layer 44, between the rubber layer 44 and the steel plate layer 43, and between the rubber layer 44 and the bottom steel plate 42.
The bottom steel plate 42 of each laminated rubber vibration isolation support 4 is fixedly connected with the ground 1, and the top steel plate 41 of each laminated rubber vibration isolation support 4 is fixedly connected with the first cross beam 2, so that the first cross beam 2 is separated from the ground 1; because the steel plates and the rubber layers 44 in the laminated rubber-vibration-isolating support 4 are bonded with each other, the steel plates have a constraint effect on the rubber layers 44, and the steel plates constrain the rubber layers 44 to jointly bear vertical load under the action of the vertical load, so that the laminated rubber-vibration-isolating support 4 has enough vertical bearing capacity and rigidity, and when the ground 1 generates a horizontal earthquake effect, the rubber layers 44 can provide large lateral displacement and cannot be unstable, and thus the energy of the horizontal earthquake load is effectively consumed.
A second cross beam 5 is arranged above the first cross beam 2, and the second cross beam 5 and the first cross beam 2 are arranged in parallel; the top surfaces of two sides of the first beam 2 are respectively provided with a limiting block 21 which is vertically arranged, and the opposite end surfaces of the two limiting blocks 21 are respectively abutted against two sides of the second beam 5, so that only the relative displacement in the vertical direction exists between the first beam 2 and the second beam 5, namely, the two limiting blocks 21 can limit the relative displacement in the horizontal direction between the first beam 2 and the second beam 5; be equipped with shock-absorbing rubber pad between first crossbeam 2 and the second crossbeam 5, when ground 1 produced vertical earthquake effect, shock-absorbing rubber pad can exert shock insulation and absorb vertical earthquake load's effect, and furthest reduces the earthquake damage that vertical earthquake load brought to wallboard 3.
In this embodiment, first crossbeam 2, second crossbeam 5 and stopper 21 are reinforced concrete structure, and reinforced concrete structure has better structural strength, can form stable support, and difficult emergence deformation or cracked phenomenon.
In this embodiment, a corner between the wall plate 3 and the second beam 5 is provided with a reinforcing angle steel 7 in an L-shaped structure, and two sides of the reinforcing angle steel 7 are respectively connected and fixed with the wall plate 3 and the second beam 5 through a connecting member 8, so that the connection between the second beam 5 and the wall plate 3 is more stable; the connecting member 8 in this embodiment is an expansion bolt.
In this embodiment, the first reinforcement rib 71 is integrally formed at the corner of the reinforcement angle 7, and is used for reinforcing the reinforcement angle 7, so that the reinforcement angle 7 can bear a larger force in the horizontal direction; when the earthquake causes the wallboard 3 to slightly shake horizontally, the first reinforcing rib plate 71 can stabilize the angle of the reinforcing angle steel 7, so that the included angle between the wallboard 3 and the second cross beam 5 is stabilized, namely, the connection between the second cross beam 5 and the wallboard 3 is more stable.
In the embodiment, the top steel plate 41 and the first cross beam 2 are connected and fixed through the shear nails 45, and the bottom steel plate 42 and the ground 1 are connected and fixed through the shear bolts 46, specifically, one end of each shear nail 45 is embedded in the first cross beam 2 of the reinforced concrete structure, the other end of each shear nail 45 is connected and fixed with the top steel plate 41 in a welding manner, one end of each shear bolt 46 is locked on the bottom steel plate 42, and the other end of each shear bolt is embedded in the ground 1; because the laminated rubber vibration-isolating support 4 transmits a part of seismic energy to the first cross beam 2, the first cross beam 2 reciprocates in the horizontal direction under the action of inertia, so that large shearing force can be applied between the top steel plate 41 and the first cross beam 2 and between the bottom steel plate 42 and the ground 1, and the shear nails 45 and the shear bolts 46 can resist large shearing force, so that the connection between the top steel plate 41 and the first cross beam 2 and between the bottom steel plate 42 and the ground 1 is more stable.
In this embodiment, all be provided with two crab-bolts 47 on every end steel sheet 42's the bottom surface, every crab-bolt 47's one end is connected fixedly through welding mode with end steel sheet 42, and the other end inlays to be established in ground 1 for firm spacing stromatolite rubber isolation bearing 4, make the connection between stromatolite rubber isolation bearing 4 and the ground 1 more stable.
In this embodiment, a second reinforcing rib 22 is disposed between each of the limiting blocks 21 and the first cross beam 2 for reinforcing the limiting blocks 21, so that an angle between the limiting blocks 21 and the first cross beam 2 is kept stable.
The implementation principle of the embodiment is as follows: when an earthquake occurs, the laminated rubber shock-insulation support 4 between the first cross beam 2 and the ground 1 can provide larger lateral displacement without instability, so that the energy of a horizontal earthquake load is effectively consumed, the shock-absorption rubber pad between the first cross beam 2 and the second cross beam 5 can play a role in shock insulation and absorption of a vertical earthquake load, and the earthquake damage of the vertical earthquake load to the wallboard 3 is reduced to the maximum extent; namely, the vertical shockproof structure and the horizontal shockproof structure are combined with each other to achieve the shockproof effect.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides an assembled wall body shock insulation structure, includes ground (1) and wallboard (3), its characterized in that, ground (1) top is provided with first crossbeam (2), first crossbeam (2) bottom surface is equipped with stromatolite rubber shock insulation support (4) that the several is used for supporting first crossbeam (2) and ground (1) separation, first crossbeam (2) top is equipped with second crossbeam (5), wallboard (3) bottom is connected fixedly with second crossbeam (5), be equipped with the shock attenuation rubber pad between first crossbeam (2) and second crossbeam (5), all be equipped with stopper (21) on the top surface of first crossbeam (2) both sides, second crossbeam (5) both sides respectively with the looks butt of two stopper (21).
2. An assembled wall seismic isolation structure according to claim 1, wherein a reinforcing angle steel (7) is arranged between the wall plate (3) and the second cross beam (5), and the reinforcing angle steel (7) and the second cross beam (5) and the reinforcing angle steel (7) and the wall plate (3) are connected and fixed through a connecting piece (8).
3. An assembled wall seismic isolation structure according to claim 2, wherein a first reinforcing rib (71) is integrally formed at a corner of the reinforcing angle steel (7).
4. An assembled wall seismic isolation structure according to claim 1, wherein each of said laminated rubber seismic isolation mounts (4) comprises: the steel plate layer comprises a top steel plate (41), a bottom steel plate (42), a steel plate layer (43) and a rubber layer (44), wherein the steel plate layer (43) and the rubber layer (44) are alternately arranged between the top steel plate (41) and the bottom steel plate (42) in the vertical direction, the top steel plate (41) and the first cross beam (2) are fixedly connected through shear nails (45), and the bottom steel plate (42) and the ground (1) are fixedly connected through shear bolts (46).
5. An assembled wall seismic isolation structure as claimed in claim 4, wherein the top steel plate (41) and the rubber layer (44), the rubber layer (44) and the steel plate layer (43), and the rubber layer (44) and the bottom steel plate (42) are bonded and fixed by vulcanization.
6. An assembled wall seismic isolation structure as claimed in claim 5, wherein the bottom surface of the base steel plate (42) is provided with at least one anchor bolt (47).
7. An assembled wall seismic isolation structure as claimed in claim 1, wherein a second reinforcing rib (22) is provided between each of the stoppers (21) and the first beam (2).
8. An assembled wall seismic isolation structure as claimed in claim 1, wherein the first beam (2), the second beam (5) and the limiting blocks (21) are all of reinforced concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020379936.0U CN211923014U (en) | 2020-03-23 | 2020-03-23 | Assembled wall body shock insulation structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020379936.0U CN211923014U (en) | 2020-03-23 | 2020-03-23 | Assembled wall body shock insulation structure |
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| CN211923014U true CN211923014U (en) | 2020-11-13 |
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| CN202020379936.0U Active CN211923014U (en) | 2020-03-23 | 2020-03-23 | Assembled wall body shock insulation structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922004A (en) * | 2021-01-25 | 2021-06-08 | 广东迈基建设工程有限公司 | Novel anti-seismic and anti-corrosion house building foundation |
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2020
- 2020-03-23 CN CN202020379936.0U patent/CN211923014U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922004A (en) * | 2021-01-25 | 2021-06-08 | 广东迈基建设工程有限公司 | Novel anti-seismic and anti-corrosion house building foundation |
| CN112922004B (en) * | 2021-01-25 | 2021-12-17 | 广东迈基建设工程有限公司 | Anti-seismic and anti-corrosion house building foundation |
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