CN213953173U - Building anti-seismic support embedded in wall body design - Google Patents
Building anti-seismic support embedded in wall body design Download PDFInfo
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- CN213953173U CN213953173U CN202022793746.6U CN202022793746U CN213953173U CN 213953173 U CN213953173 U CN 213953173U CN 202022793746 U CN202022793746 U CN 202022793746U CN 213953173 U CN213953173 U CN 213953173U
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- wall body
- bracing piece
- support
- supporting
- mounting blocks
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Abstract
The utility model relates to a building antidetonation technical field, especially a house antidetonation support for building embedded in wall body design, including two pillars, two the equal fixedly connected with installation piece in top of pillar surface, two the first bracing piece of the equal fixedly connected with in middle part of the adjacent side of pillar, two one side of first bracing piece surface is all rotated and is connected with the connecting rod, two one side of installation piece surface all is provided with the bracing piece, the bracing piece is located between two installation pieces. The utility model has the advantages that: one side through two installation piece surfaces all is provided with the bracing piece, and the bracing piece is through two adjusting bolt and installation piece sliding connection, and one side of second supporting legs surface is rotated and is connected with the attenuator, and when two pillars took place to warp, can compress damping spring, and the length of attenuator carries out the change of certain degree simultaneously, with energy absorption, and then has reached antidetonation effect, guarantees the stability of antidetonation support.
Description
Technical Field
The utility model relates to a building antidetonation technical field, especially a house antidetonation support that is embedded in wall body design for building.
Background
The earthquake-resistant support limits the displacement of attached electromechanical engineering facilities, controls the vibration of the facilities, and transmits loads to various components or devices on a bearing structure, and the building subjected to earthquake-resistant reinforcement is provided with electromechanical engineering facilities such as water supply and drainage, fire control, heating, ventilation, air conditioning, gas, heat, power, communication and the like, when the earthquake with local earthquake-resistant defense intensity occurs, the earthquake damage can be reduced, and secondary disasters can be reduced and prevented as much as possible, so that the casualties and property loss can be reduced, the earthquake-resistant support needs to be used, the building structure is a brick-concrete structure, and the following defects can be overcome while the earthquake-resistant problem is solved:
the existing concrete brick house is difficult to absorb energy transmitted by earthquake because bricks and concrete lack plasticity, and when ground is shaken, the concrete brick house with higher floors is easy to break, thereby causing the accident of building collapse.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's shortcoming, provide a house antidetonation support that is embedded in wall body design for building, effectively solved prior art's not enough.
The purpose of the utility model is realized through the following technical scheme: a house anti-seismic support embedded in a wall body for construction comprises two support columns, wherein the top ends of the outer surfaces of the two support columns are fixedly connected with mounting blocks;
the middle parts of the adjacent side surfaces of the two struts are fixedly connected with first supporting feet, and one side of the outer surface of each of the two first supporting feet is rotatably connected with a connecting rod;
the damping device comprises two mounting blocks, a supporting rod, two adjusting bolts, two damping springs and two groups of damping springs, wherein the supporting rod is arranged on one side of the outer surface of each mounting block, the supporting rod is positioned between the two mounting blocks, one side of the top surface of each mounting block is provided with a mounting groove, the middle part of one side, close to the inner wall of the supporting rod, of each mounting groove is connected with the adjusting bolt in a sliding mode, the two adjusting bolts are connected with the supporting rod in a threaded mode, the outer surface of each adjusting bolt is connected with the damping springs in a sliding mode, the four damping springs are in one group in pairs, and the two groups of damping springs are respectively positioned in the mounting grooves and between the mounting blocks and the supporting rod;
the middle part of bracing piece bottom surface fixedly connected with second supporting legs, one side of second supporting legs surface is rotated and is connected with the attenuator, the bottom of attenuator surface is rotated and is connected with the link, the bottom of link surface is rotated with the top of connecting rod side respectively and is connected.
Optionally, the mounting blocks are fixedly connected with the top surface of the pillar respectively in a welding mode, and the size of each mounting block is matched with the size of the pillar respectively.
By adopting the scheme, the length dimension and the width dimension of the two mounting blocks are respectively greater than those of the support column, and the two mounting blocks mainly provide mounting positions for the support rod, so that the support rod can be conveniently connected with the mounting blocks in a sliding manner through the two adjusting bolts.
Optionally, two the connecting rod all rotates with first bracing piece and link through the pin respectively and is connected, two the length of connecting rod all is greater than the half of bracing piece length.
By adopting the scheme, the two connecting rods can form a star-shaped structure by the connecting frame and the damper, so that the deformation of the two pillars is directly transmitted to the damper through the two connecting rods and the connecting frame, the damper can absorb energy, and the length of the damper is changed, thereby achieving the purpose of shock resistance.
Optionally, the support rod is connected with the mounting block in a sliding manner through two adjusting bolts, and two end faces of the support rod are respectively attached to the end faces of the damping springs.
By adopting the scheme, the two support rods can be conveniently transmitted to the damper through the connecting frame with the shaking of the two support columns, and the stability of the whole support is further ensured.
Optionally, the connecting frame is Y-shaped, and the connecting frame is rotatably connected with the bottom end of the damper through a pin.
By adopting the scheme, the connecting frames can be communicated with the two connecting frames and the damper and are connected through the pins, so that the connecting frames can rotate to a certain degree respectively between the two connecting frames and the damper, and the damper can realize vibration reduction and energy absorption actions.
The utility model has the advantages of it is following:
1. this building is with embedded in house antidetonation support of wall body design, one side through two installation piece surfaces all is provided with the bracing piece, the bracing piece is through two adjusting bolt and installation piece sliding connection, one side of second supporting legs surface is rotated and is connected with the attenuator, when two pillars take place to warp, can compress damping spring, the length of attenuator takes place to carry out the change of certain degree simultaneously, with energy absorption, and then reached antidetonation effect, guarantee the stability of antidetonation support.
2. This building is with embedded house antidetonation support in wall body design, the shape through the link is Y shape, the three-terminal of link all rotates with attenuator and two connecting rods respectively through the pin to be connected, the length of two connecting rods all is greater than the half of bracing piece length simultaneously, and then forms the star structure to can be convenient for transmit the energy of two pillars for making the attenuator, the bracing piece is through two adjusting bolt and installation piece sliding connection simultaneously, can the person of facilitating the use install, the practicality has been improved.
Drawings
Fig. 1 is a schematic diagram of the explosion structure of the present invention;
FIG. 2 is a schematic view of the assembly structure of the present invention;
fig. 3 is a schematic view of the pillar structure of the present invention.
In the figure: the method comprises the following steps of 1-a support column, 2-an installation block, 3-a first supporting foot, 4-an adjusting bolt, 5-a damping spring, 6-a second supporting foot, 7-a supporting rod, 8-an installation groove, 9-a damper, 10-a connecting frame and 11-a connecting rod.
Detailed Description
The invention will be further described with reference to the accompanying drawings, but the scope of the invention is not limited to the following description.
As shown in fig. 1 to 3, a building earthquake-proof support embedded in a wall body for construction comprises two support columns 1, wherein the top ends of the outer surfaces of the two support columns 1 are fixedly connected with mounting blocks 2;
the middle parts of the adjacent side surfaces of the two pillars 1 are fixedly connected with first supporting feet 3, and one side of the outer surfaces of the two first supporting feet 3 is rotatably connected with a connecting rod 11;
one side of the outer surfaces of the two mounting blocks 2 is provided with a supporting rod 7, the supporting rod 7 is positioned between the two mounting blocks 2, one side of the top surfaces of the two mounting blocks 2 is provided with a mounting groove 8, the middle parts of the two mounting grooves 8, which are close to one side of the inner wall of the supporting rod 7, are connected with adjusting bolts 4 in a sliding manner, the two adjusting bolts 4 are connected with the supporting rod 7 in a threaded manner, the outer surfaces of the two adjusting bolts 4 are connected with damping springs 5 in a sliding manner, the four damping springs 5 are in a group in pairs, and the two groups of damping springs 5 are respectively positioned in the mounting grooves 8 and between the mounting blocks 2 and the supporting rod 7;
the middle part of the bottom surface of the supporting rod 7 is fixedly connected with a second supporting leg 6, one side of the outer surface of the second supporting leg 6 is rotatably connected with a damper 9, the bottom end of the outer surface of the damper 9 is rotatably connected with a connecting frame 10, and the bottom end of the outer surface of the connecting frame 10 is respectively rotatably connected with the top end of the side surface of the connecting rod 11.
As an optional technical solution of the utility model: two installation pieces 2 all through welding mode respectively with the top surface fixed connection of pillar 1, two installation pieces 2's size is equallyd divide respectively with the size looks adaptation of pillar 1.
This scheme is when concrete implementation, and the jumbo size of two installation pieces 2 can make the size grow of mounting groove 8, and then can increase two adjusting bolt 4's external diameter, guarantees connection stability, guarantees that two adjusting bolt 4 can run through four damping spring 5 completely and carry out threaded connection with bracing piece 7.
As an optional technical solution of the utility model: two connecting rods 11 are respectively and rotatably connected with the first supporting leg 3 and the connecting frame 10 through pins, and the length of the two connecting rods 11 is larger than one half of the length of the supporting rod 7.
This scheme can directly transmit the deformation of two pillars 1 to the damper 9 through two connecting rods 11 when specifically implementing, is convenient for make the damper 9 deform, absorbs the energy of deformation.
As an optional technical solution of the utility model: the support rod 7 is connected with the mounting block 2 in a sliding mode through the two adjusting bolts 4, and two end faces of the support rod 7 are attached to the end faces of the damping springs 5 respectively.
This scheme is when concrete implementation, can be convenient for like this adjust four damping spring 5 by the compression dynamics, can make two pillar 1 be in vertical state simultaneously, and when arranging of four damping spring 5 can make pillar 1 take place to warp, when swing on two directions, all there are two damping spring 5 can the damping effect.
As an optional technical solution of the utility model: the connecting frame 10 is Y-shaped, and the connecting frame 10 is rotatably connected with the bottom end of the damper 9 through a pin.
When the scheme is implemented specifically, the Y-shaped structure of the connecting frame 10 can form a stable energy transmission path, so that vibration energy can be conveniently transmitted to the damper 9, and meanwhile, the damper 9 can be selected according to actual requirements.
The working process of the utility model is as follows: when a user uses the support rod, the support rod 7 is arranged on one side of the outer surfaces of the two mounting blocks 2, the support rod 7 is connected with the mounting blocks 2 in a sliding mode through the two adjusting bolts 4, one side of the outer surface of the second support leg 6 is rotatably connected with the damper 9, when the two struts 1 deform, the damping spring 5 can be compressed, meanwhile, the length of the damper 9 changes to a certain degree, energy is absorbed, the anti-seismic effect is further achieved, the stability of the anti-seismic support is ensured, the connecting frame 10 is Y-shaped, the three ends of the connecting frame 10 are respectively and rotatably connected with the damper 9 and the two connecting rods 11 through pins, meanwhile, the length of the two connecting rods 11 is larger than one half of the length of the support rod 7, a star-shaped structure is further formed, therefore, the energy of the two struts 1 can be conveniently transmitted to the damper 9, and meanwhile, the support rod 7 is connected with the mounting blocks 2 in a sliding mode through the two adjusting bolts 4, can be convenient for the user to install, improve the practicality.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a house antidetonation support of embedded in wall body design for building which characterized in that: the support comprises two struts (1), wherein the top ends of the outer surfaces of the two struts (1) are fixedly connected with mounting blocks (2);
the middle parts of the adjacent side surfaces of the two pillars (1) are fixedly connected with first supporting feet (3), and one side of the outer surface of each first supporting foot (3) is rotatably connected with a connecting rod (11);
supporting rods (7) are arranged on one side of the outer surfaces of the two mounting blocks (2), the supporting rods (7) are located between the two mounting blocks (2), mounting grooves (8) are formed in one side of the top surfaces of the two mounting blocks (2), adjusting bolts (4) are connected to the middle portions of the two mounting grooves (8) close to one side of the inner wall of the supporting rods (7) in a sliding mode, the two adjusting bolts (4) are connected with the supporting rods (7) in a threaded mode, damping springs (5) are connected to the outer surfaces of the two adjusting bolts (4) in a sliding mode, the four damping springs (5) are in a group in pairs, and the two groups of damping springs (5) are located inside the mounting grooves (8) and between the mounting blocks (2) and the supporting rods (7);
the middle part fixedly connected with second supporting legs (6) of bracing piece (7) bottom surface, one side of second supporting legs (6) surface is rotated and is connected with attenuator (9), the bottom of attenuator (9) surface is rotated and is connected with link (10), the bottom of link (10) surface rotates with the top of connecting rod (11) side respectively and is connected.
2. The anti-seismic building support embedded in wall body for construction according to claim 1, characterized in that: two installation piece (2) all through the welding mode respectively with the top surface fixed connection of pillar (1), two the size of installation piece (2) is equallyd divide respectively with the size looks adaptation of pillar (1).
3. The anti-seismic building support embedded in wall body for construction according to claim 1, characterized in that: two connecting rod (11) all rotate with first supporting leg (3) and link (10) through the pin respectively and are connected, two the length of connecting rod (11) all is greater than the half of bracing piece (7) length.
4. The anti-seismic building support embedded in wall body for construction according to claim 1, characterized in that: the support rod (7) is connected with the mounting block (2) in a sliding mode through two adjusting bolts (4), and two end faces of the support rod (7) are attached to the end face of the damping spring (5) respectively.
5. The anti-seismic building support embedded in wall body for construction according to claim 1, characterized in that: the connecting frame (10) is Y-shaped, and the connecting frame (10) is rotatably connected with the bottom end of the damper (9) through a pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022793746.6U CN213953173U (en) | 2020-11-27 | 2020-11-27 | Building anti-seismic support embedded in wall body design |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022793746.6U CN213953173U (en) | 2020-11-27 | 2020-11-27 | Building anti-seismic support embedded in wall body design |
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| CN213953173U true CN213953173U (en) | 2021-08-13 |
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| CN202022793746.6U Active CN213953173U (en) | 2020-11-27 | 2020-11-27 | Building anti-seismic support embedded in wall body design |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113958016A (en) * | 2021-10-14 | 2022-01-21 | 北京市建筑设计研究院有限公司 | Multilayer vibration suppression structure with tension assembly |
| CN116950267A (en) * | 2023-09-21 | 2023-10-27 | 江苏安之恒振控科技有限公司 | Damper for remote control and test system thereof |
-
2020
- 2020-11-27 CN CN202022793746.6U patent/CN213953173U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113958016A (en) * | 2021-10-14 | 2022-01-21 | 北京市建筑设计研究院有限公司 | Multilayer vibration suppression structure with tension assembly |
| CN116950267A (en) * | 2023-09-21 | 2023-10-27 | 江苏安之恒振控科技有限公司 | Damper for remote control and test system thereof |
| CN116950267B (en) * | 2023-09-21 | 2023-12-08 | 江苏安之恒振控科技有限公司 | Damper for remote control and test system thereof |
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