CN112726864A - Building shock insulation reinforcing apparatus - Google Patents
Building shock insulation reinforcing apparatus Download PDFInfo
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- CN112726864A CN112726864A CN202110044710.4A CN202110044710A CN112726864A CN 112726864 A CN112726864 A CN 112726864A CN 202110044710 A CN202110044710 A CN 202110044710A CN 112726864 A CN112726864 A CN 112726864A
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- 238000009413 insulation Methods 0.000 title claims abstract description 44
- 230000035939 shock Effects 0.000 title claims abstract description 43
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 129
- 239000010959 steel Substances 0.000 claims abstract description 129
- 230000006835 compression Effects 0.000 claims abstract description 38
- 238000007906 compression Methods 0.000 claims abstract description 38
- 238000002955 isolation Methods 0.000 claims description 24
- 230000003139 buffering effect Effects 0.000 claims description 16
- 230000002787 reinforcement Effects 0.000 claims description 10
- 229920000742 Cotton Polymers 0.000 claims description 8
- 239000011248 coating agent Substances 0.000 claims description 5
- 238000000576 coating method Methods 0.000 claims description 5
- 239000004744 fabric Substances 0.000 claims description 5
- 210000002268 wool Anatomy 0.000 claims 1
- 238000007789 sealing Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 description 11
- 239000002184 metal Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000008093 supporting effect Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/027—Preventive constructional measures against earthquake damage in existing buildings
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- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a building shock insulation reinforcing device, which comprises a shock insulation support, wherein the shock insulation support is arranged between a beam body and an abutment, a plurality of tensile buffer devices and a fireproof cover are also arranged between the beam body and the abutment, the shock insulation support comprises a compression rubber layer, a plurality of thin steel plates are uniformly distributed in the compression rubber layer, an upper sealing layer steel plate is arranged at the upper end of the compression rubber layer, a lower sealing layer steel plate is arranged at the lower end of the compression rubber layer, a lead core is also arranged in the compression rubber layer, an upper support steel plate is arranged between the shock insulation support and the beam body, a lower support steel plate is arranged between the shock insulation support and the abutment, the tensile buffer devices comprise an upper connecting block and a lower connecting block, and pull ropes are connected between the upper connecting block and the lower connecting block, so that the shock insulation reinforcing device has various structures and can greatly improve the shock, and has long service life.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a building shock insulation reinforcing device.
Background
The shock insulation building is characterized in that a shock insulation device is arranged at the base part or a certain position of a building to form a shock insulation layer by using a shock insulation technology, an upper structure is isolated from a lower base, thereby consuming the earthquake energy, avoiding or reducing the transmission of the earthquake energy to the upper part, reducing the vibration reaction of the structure, only generating light micro motion and deformation of the building during the earthquake, thereby ensuring the safety of the building during earthquake and effectively ensuring the safety of personnel and equipment in the building, therefore, the seismic isolation technology is called as one of the most important achievements of seismic engineering in the world for 40 years by American seismic experts, the seismic isolation device in the prior art is formed by mutually staggering, vulcanizing and bonding thin rubber sheets and reinforcing plates, has a single structure, therefore, the rubber sheet is easy to damage due to excessive deformation, so that the whole service life of the shock insulation device is influenced, and the shock insulation effect of a building is reduced.
Disclosure of Invention
In view of the above, the present invention provides a seismic isolation and reinforcement device for buildings to solve the above technical problems.
In order to achieve the purpose, the invention provides the following technical scheme:
a building shock insulation reinforcing device comprises a shock insulation support, wherein the shock insulation support is arranged between a beam body and an abutment, a plurality of tensile buffering devices and a fireproof cover are further arranged between the beam body and the abutment, the tensile buffering devices are annularly distributed on the outer side of the shock insulation support, the fireproof cover is arranged on the outer side of the tensile buffering devices, the shock insulation support comprises a compression rubber layer, a plurality of thin steel plates are uniformly distributed in the compression rubber layer, an upper sealing layer steel plate is arranged at the upper end of the compression rubber layer, a lower sealing layer steel plate is arranged at the lower end of the compression rubber layer, a lead core is further arranged in the compression rubber layer, the lead core is positioned in the center of the compression rubber layer, the thin steel plates are uniformly distributed on the outer side of the lead core, an upper support steel plate is arranged between the shock insulation support and the beam body, and a lower support steel plate is arranged between the shock insulation support and the abutment, a plurality of tensile buffer all connects the upper bracket steel sheet with between the undersetting steel sheet, the upper end of fire prevention cover is connected the outside of upper bracket steel sheet, the lower extreme of fire prevention cover is connected the outside of undersetting steel sheet, tensile buffer includes connecting block and lower connecting block, go up the connecting block with be connected with the stay cord between the lower connecting block.
Furthermore, the upper end of the upper connecting block is connected with a first universal hinge, the upper end of the first universal hinge is connected with the bottom of the upper support steel plate, the lower end of the lower connecting block is connected with a second universal hinge, the lower end of the second universal hinge is connected with the top of the lower support steel plate, the first universal hinge and the second universal hinge are identical in structure, and the first universal hinge and the second universal hinge are vertically symmetrical.
Further, first universal joint includes bulb, first connecting piece, cushion and second connecting piece, the second connecting piece is installed the bottom of upper bracket steel sheet, the upper end of bulb holds in the bulb, the lower extreme of bulb is connected go up on the connecting block, first connecting piece passes through the screw installation the lower extreme of second connecting piece, just first connecting piece cover is established on the bulb, the cushion establishes on the bulb and is located first connecting piece with between the second connecting piece.
Furthermore, the tensile buffering device further comprises a pair of upper connecting frames and a pair of lower connecting frames, the pair of upper connecting frames are respectively connected to the left side and the right side of the upper connecting blocks, the pair of lower connecting frames are respectively connected to the upper side and the lower side of the lower connecting blocks, guide rods are arranged on the lower connecting frames, springs are sleeved on the guide rods, and the springs are abutted between the upper connecting frames and the lower connecting frames.
Furthermore, the guide rods are connected with the corresponding upper connecting frames in a sliding mode, the upper connecting blocks are connected with the pull ropes through upper pull rings, and the lower connecting blocks are connected with the pull ropes through lower pull rings.
Furthermore, the upper end and the lower end of the fireproof cover are both provided with pressing blocks, first screws are installed on the pressing blocks, the pressing blocks are installed on the upper support steel plate or the lower support steel plate through the first screws, and the fireproof cover comprises fireproof cloth, fireproof cotton, a heat insulation layer and a fireproof coating which are sequentially connected from inside to outside.
Furthermore, a plurality of metal wires are arranged inside the fireproof cotton.
Further, the lower extreme of the roof beam body is equipped with pre-buried steel sheet, the upper end of pier is equipped with down pre-buried steel sheet, the upper bracket steel sheet is located below the upper pre-buried steel sheet, the undersetting steel sheet is located the higher authority of pre-buried steel sheet down, go up pre-buried steel sheet with between the roof beam body pre-buried steel sheet down with all be equipped with a plurality of screw steel sleeve between the pier, equal threaded connection has the stock on a plurality of screw steel sleeve.
Furthermore, a plurality of anchor bolts are arranged on the upper support steel plate and the lower support steel plate, and the anchor bolts penetrate through the upper support steel plate or the lower support steel plate and are connected to the corresponding threaded steel sleeves.
Furthermore, the upper sealing steel plate and the upper support steel plate are detachably connected, and the lower sealing steel plate and the lower support steel plate are detachably connected through a plurality of second screws.
The technical scheme can show that the invention has the advantages that:
1. the shock insulation support and the tensile buffering device are arranged, the internal structure of the shock insulation support is various, the situation that the service life is short due to single parts can be avoided, and the tensile buffering device can share the force of the compression rubber layer in the shock insulation support in the vertical direction, so that the whole shock insulation effect can be improved, and the service life can be longer.
2. The fireproof device is also provided with the fireproof cover, so that the fireproof effect of the whole device can be improved, and the use is safer and more reliable.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the invention and, together with the description, serve to explain the invention and not to limit the invention.
FIG. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a partially enlarged view of a portion a of fig. 1.
Fig. 3 is a partially enlarged view of fig. 2 at B.
Fig. 4 is a schematic structural view of the tensile buffering device of the present invention.
Fig. 5 is a partially enlarged view of fig. 4 at C.
List of reference numerals: the shock insulation support 1, the compression rubber layer 11, the thin steel plate 12, the lead core 13, the upper seal steel plate 14, the upper support steel plate 15, the second screw 151, the lower seal steel plate 16, the lower support steel plate 17, the threaded steel sleeve 18, the anchor bolt 181, the anchor rod 182, the beam body 2, the upper embedded steel plate 21, the abutment 3, the lower embedded steel plate 31, the tensile buffer device 4, the first universal hinge 41, the ball head 411, the first connecting piece 412, the elastic pad 413, the second connecting piece 414, the upper connecting block 42, the upper pull ring 43, the pull rope 431, the lower pull ring 432, the lower connecting block 44, the upper connecting frame 45, the guide rod 451, the spring 452, the lower connecting frame 453, the second universal hinge 46, the fireproof cover 5, the fireproof cloth 51, the fireproof cotton 52, the metal wire 53, the pressing block 54, the first screw 55, the warm layer 56 and the fireproof coating 57.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the following embodiments and accompanying drawings. The exemplary embodiments and descriptions of the present invention are provided to explain the present invention, but not to limit the present invention.
Referring to fig. 1 to 5, the building seismic isolation reinforcing apparatus shown in fig. 1 comprises a seismic isolation support 1, wherein the seismic isolation support 1 is installed between a beam body 2 and an abutment 3, a plurality of tensile buffering devices 4 and a fireproof cover 5 are further installed between the beam body 2 and the abutment 3, the tensile buffering devices 4 are annularly distributed on the outer side of the seismic isolation support 1, the fireproof cover 5 is arranged on the outer side of the tensile buffering devices 4, the seismic isolation support 1 comprises a compression rubber layer 11, the compression rubber layer 11 is a structural member with smaller horizontal rigidity and larger vertical rigidity and can bear large horizontal deformation, a plurality of thin steel plates 12 are uniformly distributed inside the compression rubber layer 11, the thin steel plates 12 can provide a supporting effect of the seismic isolation support 1, so that deformation of the compression rubber layer 11 caused by an earthquake is reduced, and the service life of the compression rubber layer 11 is longer, an upper sealing steel plate 14 is arranged at the upper end of the compression rubber layer 11, a lower sealing steel plate 16 is arranged at the lower end of the compression rubber layer 11, a lead core 13 is further arranged in the compression rubber layer 11, the lead core 13 is positioned at the center of the compression rubber layer 11, the lead core 13 can improve the damping performance of the shock isolation support 1, and can provide restoring force in the horizontal direction through the compression rubber layer 11, a plurality of thin steel plates 12 are uniformly distributed at the outer side of the lead core 13, an upper support steel plate 15 is arranged between the shock isolation support 1 and the beam body 2, a lower support steel plate 17 is arranged between the shock isolation support 1 and the abutment 3, a plurality of tensile buffer devices 4 are connected between the upper support steel plate 15 and the lower support steel plate 17, the upper end of the fire-proof cover 5 is connected at the outer side of the upper support steel plate 15, and the lower end of the fire-proof cover 5 is, tensile buffer 4 includes connecting block 42 and lower connecting block 44, go up connecting block 42 with be connected with stay cord 431 between the lower connecting block 44, stay cord 431 can play the tensile effect, thereby improves tensile buffer 4's tensile effect for shock insulation is effectual.
As shown in fig. 4, a first universal hinge 41 is connected to an upper end of the upper connection block 42, an upper end of the first universal hinge 41 is connected to a bottom of the upper support steel plate 15, a second universal hinge 46 is connected to a lower end of the lower connection block 44, a lower end of the second universal hinge 46 is connected to a top of the lower support steel plate 17, the first universal hinge 41 and the second universal hinge 46 have the same structure, and the first universal hinge 41 and the second universal hinge 46 are vertically symmetrical.
As shown in fig. 5, the first universal joint 41 includes a ball head 411, a first connecting member 412, an elastic pad 413 and a second connecting member 414, the second connecting member 414 is installed at the bottom of the upper support steel plate 15, the upper end of the ball head 411 is accommodated in the ball head 411, the lower end of the ball head 411 is connected to the upper connecting block 42, the first connecting member 412 is installed at the lower end of the second connecting member 414 through a screw, the first connecting member 412 is sleeved on the ball head 411, the elastic pad 413 is sleeved on the ball head 411 and is located between the first connecting member 412 and the second connecting member 414, when the seismic isolation support 1 bears the horizontal vibration, the compression rubber layer 11 will generate the horizontal displacement, the ball head 411 can rotate in the second connecting member 414, the horizontal impact force can be reduced, so that the tensile buffer 4 can respond to the horizontal vibration, the elastic pad 413 can improve the connection between the first connector 412 and the second connector 414 and reduce the friction between the first connector 412 and the second connector 414.
Preferably, the tensile buffering device 4 further includes a pair of upper connecting frames 45 and a pair of lower connecting frames 453, the pair of upper connecting frames 45 are respectively connected to the left and right sides of the upper connecting block 42, the pair of lower connecting frames 453 are respectively connected to the upper and lower sides of the lower connecting block 44, a guide rod 451 is arranged on the lower connecting frame 453, a spring 452 is sleeved on the guide rod 451, and the spring 452 is abutted between the upper connecting frame 45 and the lower connecting frame 453.
Preferably, the guide rod 451 is slidably connected with the corresponding upper connecting frame 45, the guide rod 451 can extrude the spring 452 by sliding, the spring 452 can share a part of downward force in the vertical direction for the compression rubber layer 11, so that the extrusion effect of the building on the compression rubber layer 11 in the earthquake is reduced, the service life of the compression rubber layer 11 is longer, the upper connecting block 42 is connected with the pull rope 431 through the upper pull ring 43, the lower connecting block 44 is connected with the pull rope 431 through the lower pull ring 432, and the upper pull ring 43 is connected with the lower pull ring 432 through the pull rope 431, so that the installation is more convenient.
As shown in fig. 2, the upper end and the lower end of the fireproof cover 5 are provided with pressing blocks 54, first screws 55 are installed on the pressing blocks 54, the pressing blocks 54 are installed on the upper support steel plate 15 or the lower support steel plate 17 through the first screws 55, the fireproof cover 5 is more convenient to install and can be detached, the fireproof cover 5 comprises fireproof cloth 51, fireproof cotton 52, a heat insulation layer 56 and a fireproof coating 57 which are sequentially connected from inside to outside, the fireproof cloth 51 and the fireproof cotton 52 can improve the fireproof effect, so that the vibration isolation support 1 and the tensile buffer device 4 are long in service life, the heat insulation layer 56 and the fireproof coating 57 can improve the heat insulation effect, and the influence of high temperature on the vibration isolation support 1 and the tensile buffer device 4 in a fire disaster is reduced.
As shown in fig. 3, a plurality of metal wires 53 are disposed inside the fireproof cotton 52, and the metal wires 53 can further improve the fireproof effect of the fireproof cotton 52.
Preferably, the lower extreme of roof beam body 2 is equipped with pre-buried steel sheet 21, the upper end of pier 3 is equipped with lower pre-buried steel sheet 31, upper bracket steel sheet 15 is located below the upper pre-buried steel sheet 21, lower bracket steel sheet 17 is located the higher authority of lower pre-buried steel sheet 31, go up pre-buried steel sheet 21 with between the roof beam body 2, lower pre-buried steel sheet 31 with all be equipped with a plurality of screw steel sleeve 18 between the pier 3, the equal threaded connection has stock 182 on a plurality of screw steel sleeve 18.
Preferably, a plurality of anchor bolts 181 are arranged on the upper support steel plate 15 and the lower support steel plate 17, the anchor bolts 181 penetrate through the upper support steel plate 15 or the lower support steel plate 17 and are connected to corresponding threaded steel sleeves 18, during installation, the anchor rods 182 are firstly in threaded connection with the threaded steel sleeves 18, then the threaded steel sleeves 18 are embedded in the upper embedded steel plate 21 and the upper embedded steel plate 21, finally the anchor bolts 181 are installed on the threaded steel sleeves 18, and the connection between the upper support steel plate 15 and the upper embedded steel plate 21, and the connection between the lower support steel plate 17 and the lower embedded steel plate 31 can be strengthened through the anchor bolts 181.
Preferably, go up the seal steel sheet 14 with between the upper bracket steel sheet 15, all can dismantle the connection through a plurality of second screw 151 between lower seal steel sheet 16 and the lower support steel sheet 17, pre-buried steel sheet 31 can strengthen down seal steel sheet 14 with between the upper bracket steel sheet 15, the connectivity between lower seal steel sheet 16 and the lower support steel sheet 17.
The working principle is as follows: when the vibration is in the horizontal direction, the vibration isolation support 1 can be displaced in the horizontal direction, the impact force in the horizontal direction can be reduced through the ball head 411 and the pull rope 431, when the vibration is in the vertical direction, the hand direction of the compression rubber layer 11 is in the vertical direction, and the vertical force can be generated through the deformation of the compression rubber layer 11 and the spring 452 to resist the vibration effect, so that the vibration isolation support can cope with the impact force in the horizontal direction and the vertical direction, and the vibration isolation effect is better.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes may be made to the embodiment of the present invention by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The building shock insulation reinforcing device is characterized by comprising a shock insulation support (1), wherein the shock insulation support (1) is installed between a beam body (2) and an abutment (3), a plurality of tensile buffering devices (4) and a fireproof cover (5) are further installed between the beam body (2) and the abutment (3), the tensile buffering devices (4) are annularly distributed on the outer side of the shock insulation support (1), the fireproof cover (5) is arranged on the outer side of the tensile buffering devices (4), the shock insulation support (1) comprises a compression rubber layer (11), a plurality of thin steel plates (12) are uniformly distributed in the compression rubber layer (11), an upper seal steel plate (14) is arranged at the upper end of the compression rubber layer (11), a lower seal steel plate (16) is arranged at the lower end of the compression rubber layer (11), and a lead core (13) is further arranged in the compression rubber layer (11), the lead core (13) is positioned at the center of the compression rubber layer (11), a plurality of thin steel plates (12) are uniformly distributed at the outer side of the lead core (13), an upper support steel plate (15) is arranged between the shock insulation support (1) and the beam body (2), a lower support steel plate (17) is arranged between the shock insulation support (1) and the abutment (3), a plurality of tensile buffering devices (4) are connected between the upper support steel plate (15) and the lower support steel plate (17), the upper end of the fireproof cover (5) is connected with the outer side of the upper support steel plate (15), the lower end of the fireproof cover (5) is connected with the outer side of the lower support steel plate (17), the tensile buffer device (4) comprises an upper connecting block (42) and a lower connecting block (44), a pull rope (431) is connected between the upper connecting block (42) and the lower connecting block (44).
2. The building seismic isolation and reinforcement device according to claim 1, wherein a first universal hinge (41) is connected to the upper end of the upper connecting block (42), the upper end of the first universal hinge (41) is connected to the bottom of the upper support steel plate (15), a second universal hinge (46) is connected to the lower end of the lower connecting block (44), the lower end of the second universal hinge (46) is connected to the top of the lower support steel plate (17), the first universal hinge (41) and the second universal hinge (46) have the same structure, and the first universal hinge (41) and the second universal hinge (46) are vertically symmetrical.
3. The building seismic isolation and reinforcement device according to claim 2, wherein the first universal hinge (41) comprises a ball head (411), a first connecting piece (412), an elastic pad (413) and a second connecting piece (414), the second connecting piece (414) is installed at the bottom of the upper support steel plate (15), the upper end of the ball head (411) is accommodated in the ball head (411), the lower end of the ball head (411) is connected to the upper connecting piece (42), the first connecting piece (412) is installed at the lower end of the second connecting piece (414) through a screw, the first connecting piece (412) is sleeved on the ball head (411), and the elastic pad (413) is sleeved on the ball head (411) and is located between the first connecting piece (412) and the second connecting piece (414).
4. The building shock insulation and reinforcement device according to claim 3, wherein the tensile buffering device (4) further comprises a pair of upper connecting frames (45) and a pair of lower connecting frames (453), the pair of upper connecting frames (45) are respectively connected to the left and right sides of the upper connecting block (42), the pair of lower connecting frames (453) are respectively connected to the upper and lower sides of the lower connecting block (44), a guide rod (451) is arranged on the lower connecting frame (453), a spring (452) is sleeved on the guide rod (451), and the spring (452) abuts between the upper connecting frame (45) and the lower connecting frame (453).
5. The building seismic isolation reinforcement device according to claim 4, wherein the guide rods (451) are slidably connected with corresponding upper connecting frames (45), the upper connecting blocks (42) are connected with the pull rope (431) through upper pull rings (43), and the lower connecting blocks (44) are connected with the pull rope (431) through lower pull rings (432).
6. The building shock insulation and reinforcement device according to claim 1, wherein compression blocks (54) are arranged at the upper end and the lower end of the fireproof cover (5), first screws (55) are mounted on the compression blocks (54), the compression blocks (54) are mounted on the upper support steel plate (15) or the lower support steel plate (17) through the first screws (55), and the fireproof cover (5) comprises fireproof cloth (51), fireproof cotton (52), a heat insulation layer (56) and a fireproof coating (57) which are sequentially connected from inside to outside.
7. The building seismic isolation reinforcement of claim 6, wherein the fire-proof wool (52) is internally provided with a plurality of wires (53).
8. The building shock insulation and reinforcement device according to claim 1, wherein the lower end of the beam body (2) is provided with an upper embedded steel plate (21), the upper end of the pier (3) is provided with a lower embedded steel plate (31), the upper support steel plate (15) is positioned below the upper embedded steel plate (21), the lower support steel plate (17) is positioned above the lower embedded steel plate (31), a plurality of threaded steel sleeves (18) are arranged between the upper embedded steel plate (21) and the beam body (2) and between the lower embedded steel plate (31) and the pier (3), and anchor rods (182) are in threaded connection with the plurality of threaded steel sleeves (18).
9. The building seismic isolation and reinforcement device according to claim 8, wherein a plurality of anchor bolts (181) are arranged on each of the upper support steel plate (15) and the lower support steel plate (17), and the anchor bolts (181) penetrate through the upper support steel plate (15) or the lower support steel plate (17) and are connected to corresponding threaded steel sleeves (18).
10. The building seismic isolation reinforcement device according to claim 1, wherein the upper seal steel plate (14) and the upper support steel plate (15) and the lower seal steel plate (16) and the lower support steel plate (17) are detachably connected through a plurality of second screws (151).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110044710.4A CN112726864A (en) | 2021-01-13 | 2021-01-13 | Building shock insulation reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110044710.4A CN112726864A (en) | 2021-01-13 | 2021-01-13 | Building shock insulation reinforcing apparatus |
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| Publication Number | Publication Date |
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| CN112726864A true CN112726864A (en) | 2021-04-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202110044710.4A Withdrawn CN112726864A (en) | 2021-01-13 | 2021-01-13 | Building shock insulation reinforcing apparatus |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113293877A (en) * | 2021-05-11 | 2021-08-24 | 昆明学院 | Be applied to universal damping subassembly of anti-wind tensile on shock insulation layer |
| CN113882509A (en) * | 2021-09-29 | 2022-01-04 | 深圳市市政工程总公司 | Prefabricated post and prefabricated beam clamping and splicing type rigid connection structure |
| CN114411793A (en) * | 2022-02-21 | 2022-04-29 | 日照海洋文旅建设发展有限公司 | Anti-seismic foundation for pseudo-classic architecture |
| CN115045552A (en) * | 2022-06-01 | 2022-09-13 | 陈莉萍 | Shock isolation and absorption device and method for high-rise building |
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| CN207176973U (en) * | 2017-09-19 | 2018-04-03 | 北京城建长城建筑装饰工程有限公司 | A kind of architectural vibration-insulation bearing |
| CN207227944U (en) * | 2017-09-30 | 2018-04-13 | 成都市宏途路桥机械有限公司 | A kind of elasticity tensile laminate rubber shock-insulation bracket |
| CN109113407A (en) * | 2018-10-10 | 2019-01-01 | 徐赵东 | A kind of multidimensional with anti-pull-out property is every vibration absorber and its every oscillation damping method |
| CN209585290U (en) * | 2019-02-14 | 2019-11-05 | 中国能源建设集团辽宁电力勘测设计院有限公司 | A kind of laminated rubber bases |
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| CN212271230U (en) * | 2020-05-13 | 2021-01-01 | 福州市建筑设计院 | Fireproof structure of fireproof cover and shock insulation rubber support joint |
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| CN207176973U (en) * | 2017-09-19 | 2018-04-03 | 北京城建长城建筑装饰工程有限公司 | A kind of architectural vibration-insulation bearing |
| CN207227944U (en) * | 2017-09-30 | 2018-04-13 | 成都市宏途路桥机械有限公司 | A kind of elasticity tensile laminate rubber shock-insulation bracket |
| CN109113407A (en) * | 2018-10-10 | 2019-01-01 | 徐赵东 | A kind of multidimensional with anti-pull-out property is every vibration absorber and its every oscillation damping method |
| CN209585290U (en) * | 2019-02-14 | 2019-11-05 | 中国能源建设集团辽宁电力勘测设计院有限公司 | A kind of laminated rubber bases |
| CN111549927A (en) * | 2020-05-08 | 2020-08-18 | 南通大学 | Three-dimensional composite shock insulation support |
| CN212271230U (en) * | 2020-05-13 | 2021-01-01 | 福州市建筑设计院 | Fireproof structure of fireproof cover and shock insulation rubber support joint |
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| CN113293877A (en) * | 2021-05-11 | 2021-08-24 | 昆明学院 | Be applied to universal damping subassembly of anti-wind tensile on shock insulation layer |
| CN113882509A (en) * | 2021-09-29 | 2022-01-04 | 深圳市市政工程总公司 | Prefabricated post and prefabricated beam clamping and splicing type rigid connection structure |
| CN114411793A (en) * | 2022-02-21 | 2022-04-29 | 日照海洋文旅建设发展有限公司 | Anti-seismic foundation for pseudo-classic architecture |
| CN114411793B (en) * | 2022-02-21 | 2024-04-26 | 日照海洋文旅建设发展有限公司 | Antique building is with antidetonation ground |
| CN115045552A (en) * | 2022-06-01 | 2022-09-13 | 陈莉萍 | Shock isolation and absorption device and method for high-rise building |
| CN115045552B (en) * | 2022-06-01 | 2023-09-15 | 新疆德浩恒源建筑工程有限公司 | High-rise building vibration isolation and absorption device and method |
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Application publication date: 20210430 |