CN114934689B - Building shock insulation reinforcing apparatus - Google Patents
Building shock insulation reinforcing apparatus Download PDFInfo
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- CN114934689B CN114934689B CN202210570276.8A CN202210570276A CN114934689B CN 114934689 B CN114934689 B CN 114934689B CN 202210570276 A CN202210570276 A CN 202210570276A CN 114934689 B CN114934689 B CN 114934689B
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- 230000035939 shock Effects 0.000 title claims abstract description 62
- 238000009413 insulation Methods 0.000 title claims abstract description 58
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 14
- 238000002955 isolation Methods 0.000 claims abstract description 46
- 230000007246 mechanism Effects 0.000 claims abstract description 23
- 210000003205 muscle Anatomy 0.000 claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims abstract description 12
- 230000008878 coupling Effects 0.000 claims abstract description 3
- 238000010168 coupling process Methods 0.000 claims abstract description 3
- 238000005859 coupling reaction Methods 0.000 claims abstract description 3
- 238000001125 extrusion Methods 0.000 claims description 47
- 239000004831 Hot glue Substances 0.000 claims description 14
- 239000000853 adhesive Substances 0.000 claims description 12
- 230000001070 adhesive effect Effects 0.000 claims description 12
- 230000001360 synchronised effect Effects 0.000 claims description 12
- 238000005485 electric heating Methods 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 7
- 210000002421 cell wall Anatomy 0.000 claims description 6
- 210000003437 trachea Anatomy 0.000 claims description 2
- 239000003292 glue Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 40
- 230000000694 effects Effects 0.000 abstract description 11
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 3
- 230000032683 aging Effects 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000013011 mating Effects 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000000155 melt Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4171—Nailable or non-threaded screwable elements
-
- 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
- E04B1/66—Sealings
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- 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
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Electrochemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Chemical & Material Sciences (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model relates to a building shock insulation reinforcing apparatus, it relates to the field of building reinforcement engineering, it includes the concrete placement layer, the concrete placement layer is used for pouring in advance on the relative lateral wall of superstructure and lower part basis, all be equipped with the mount pad on the relative lateral wall of two concrete placement layers, the mount pad passes through a plurality of pre-buried muscle fixed connection on the concrete placement layer, pre-buried muscle passes through coupling mechanism and links to each other with the concrete placement layer, enclose between two mount pads to close and be formed with the installation space that is used for fixing shock insulation device, be equipped with the installation mechanism that is used for fixing shock insulation device on the mount pad. The vibration isolation device has the effect of preventing the vibration isolation device from deviating as much as possible, and is helpful for avoiding the vibration isolation effect affecting the vibration isolation device.
Description
Technical Field
The application relates to the field of building reinforcement engineering, in particular to a building vibration isolation reinforcement device.
Background
The earthquake isolation building is characterized in that an earthquake isolation device is arranged at the base part or a certain position of the building by using an earthquake isolation technology, and the upper structure and the lower foundation are isolated by using the earthquake isolation device, so that the earthquake energy is consumed, the transmission of the earthquake energy to the upper part is reduced, and the safety of the upper structure, personnel and equipment in the building can be effectively ensured.
At present, when the shock insulation device is installed on the existing building structure, the shock insulation device is generally and directly fixedly connected with the upper structure and the lower foundation structure through the steel bars, and at the moment, the shock insulation of the upper structure and the lower foundation can be realized through the shock insulation device.
With respect to the related art in the above, the inventors consider that there are the following drawbacks: the vibration isolation device is bound and fixedly connected between the upper structure and the lower foundation by the steel bars, the connection strength is low, when an earthquake occurs, the vibration isolation device is easy to deviate between the upper structure and the lower contact, and the vibration isolation effect of the vibration isolation device is affected.
Disclosure of Invention
In order to help to enhance the stability of the connection between the seismic isolation apparatus and the superstructure and substructure, the present application provides a building seismic isolation reinforcement apparatus.
The application provides a building shock insulation reinforcing apparatus adopts following technical scheme:
the utility model provides a building shock insulation reinforcing apparatus, includes the concrete placement layer, the concrete placement layer is used for pouring in advance on the relative lateral wall of upper portion structure and lower part basis, two all be equipped with the mount pad on the relative lateral wall of concrete placement layer, the mount pad is in through a plurality of pre-buried muscle fixed connection on the concrete placement layer, pre-buried muscle pass through coupling mechanism with the concrete placement layer links to each other, two enclose to close between the mount pad and be formed with the installation space that is used for fixing shock insulation device, be equipped with the installation mechanism that is used for fixing shock insulation device on the mount pad.
By adopting the technical scheme, when the concrete is installed, a concrete layer is poured on an upper structure and a lower foundation, then the embedded ribs are inserted into the concrete, so that the side wall of the installation seat is clung to the concrete pouring layer, the embedded ribs are connected with the concrete pouring layer by utilizing the connecting mechanism, and after the concrete is solidified and formed, the installation seat is fixedly connected to the side wall of the concrete pouring layer by the embedded ribs; then the vibration isolation device is placed between the opposite side walls of the two mounting seats, and the vibration isolation device is connected with the mounting seats by utilizing the mounting mechanism, so that the vibration isolation device is finally mounted; by adopting the mounting mechanism, the connecting strength is high, and a mode of binding and fixedly connecting the shock insulation device between the upper structure and the lower foundation through the steel bars is replaced, so that the shock insulation effect of the shock insulation device is prevented from being influenced due to the fact that the shock insulation device is deviated during an earthquake; and utilize the installation mechanism to realize dismantling between shock insulation device and the mount pad and be connected, conveniently dismantle and change shock insulation device to upper structure and lower part structure stability shock absorption.
In a specific implementation manner, the connecting mechanism comprises two connecting plates which are oppositely arranged, the embedded ribs are provided with connecting grooves, the two connecting plates are obliquely arranged on the groove walls of the connecting grooves, one ends of the connecting plates are hinged with the groove walls of the connecting grooves, the other ends of the connecting plates extend towards the notch direction of the connecting grooves, and the groove walls of the connecting grooves are provided with adjusting components which are used for driving the free ends of the connecting plates to extend out of the connecting grooves.
Through adopting above-mentioned technical scheme, insert the back with embedded bar in the concrete, utilize the free end of two connecting plates of adjusting part drive all to stretch out outside the connection draw bail to insert the free end of connecting plate in the concrete, with the area of contact of increase embedded bar and concrete, improved the stability of embedded bar fixed connection in the concrete placement layer.
In a specific implementation manner, the adjusting component comprises an extrusion air bag, a branch pipe and an air storage bag, two opposite support plates are arranged on the groove walls of the connecting through groove, the extrusion air bag is arranged on two opposite side walls of the support plates in an adhesive mode, the extrusion air bag is located between the two connecting plates, one side wall of the extrusion air bag is in adhesive connection with one connecting plate, the other side wall of the extrusion air bag is in adhesive connection with the other connecting plate, one end of the branch pipe is communicated with the extrusion air bag, the other end of the branch pipe is communicated with the air storage bag, a slot for inserting an embedded rib is formed in the side wall of the mounting seat, an adjusting cavity communicated with the slot is formed in the side wall of the mounting seat, the air storage bag is arranged on the cavity wall of the adjusting cavity in an adhesive mode, a through hole for the branch pipe to penetrate through is formed in the side wall of the embedded rib, and an extrusion part for extruding the air storage bag is arranged in the adjusting cavity.
By adopting the technical scheme, after the embedded ribs are inserted into the concrete, the air storage bag is extruded by the extrusion piece, so that an air source in the air storage bag enters the extrusion air bag through the branch pipe, and the extrusion air bag is gradually expanded, so that the free ends of the two connecting plates are mutually separated and extend out of the connecting grooves; the adjusting mode is simple in structure and convenient to operate.
In a specific implementation, the extrusion piece includes fluted disc, pivot, rack and stripper plate, the fluted disc sets up pre-buried muscle is close to on the lateral wall of regulation intracavity, the central axis of fluted disc with the central axis collineation of pre-buried muscle, the one end of pivot with the coaxial fixed connection of fluted disc, the other end of pivot stretches out the mount pad is kept away from outside the lateral wall of concrete placement layer, the rack slides and connects on the chamber wall of regulation chamber, the one end of rack with the stripper plate links to each other, the stripper plate butt is in on the lateral wall of air storage bag.
Through adopting above-mentioned technical scheme, the staff drives the fluted disc through the pivot and rotates, and then pre-buried muscle rotates along with the fluted disc is synchronous, along with the rotation of fluted disc, drives the rack and slides along self axial for the rack is through the extrusion air storage bag of stripper plate extrusion, has realized the air feed to the extrusion air bag.
In a specific implementation mode, a plurality of reinforcing cones are uniformly distributed on the side wall, away from the extrusion air bag, of the connecting plate.
Through adopting above-mentioned technical scheme, the area of contact between connecting plate and the concrete has been increased in the setting of a plurality of reinforcement awls, has improved the stability of pre-buried muscle with connecting plate fixed connection in the concrete.
In a specific implementation manner, the mounting mechanism comprises a plurality of mounting blocks, a plurality of mounting cavities for accommodating the mounting blocks are formed in the side walls of the mounting seats, synchronous lifting assemblies for driving the mounting blocks to lift are arranged on the side walls of the mounting seats, mounting openings for the mounting blocks to extend out are formed in the side walls of the mounting seats facing the vibration isolation device, and mounting grooves for the mounting blocks to be inserted are formed in the side walls of the vibration isolation device.
Through adopting above-mentioned technical scheme, put into shock insulation device between two mount pads, utilize synchronous lifting assembly drive a plurality of installation piece synchronous motion to pass the installing port with the installation piece and insert in the mounting groove, finally realized with shock insulation device's fixed mounting between two mount pads.
In a specific implementation manner, the synchronous lifting assembly comprises a lifting plate, a lifting wedge, a driving wedge and a driving screw, wherein the lifting plate is slidably arranged on the cavity wall of the mounting cavity, a plurality of mounting blocks are arranged on the side wall of the lifting plate, the lifting wedge is arranged on the side wall of the lifting plate far away from the mounting blocks, the driving wedge is slidably connected with the cavity wall of the mounting cavity through a guide piece, the driving wedge is slidably connected with the lifting wedge, the side wall of the driving wedge is provided with a guide wedge surface for lifting the lifting wedge, one end of the driving screw is rotatably connected with the side wall of the driving wedge far away from the lifting wedge, and the other end of the driving screw extends out of the side wall of the mounting seat, and the driving screw is in threaded connection with the side wall of the mounting seat.
Through adopting above-mentioned technical scheme, rotate drive screw for drive screw removes in to the mount pad gradually, and then promotes the drive voussoir through drive screw and remove to the lifting voussoir direction, makes the lifting voussoir promote the lifter plate to remove to the mounting hole direction, and then passes the mounting hole with the installation piece and inserts in the mounting groove, has realized fixing to shock insulation device.
In a specific implementation mode, the groove wall of the mounting groove is provided with hot melt adhesive, the side wall of the mounting block is embedded with an electric heating plate, and the hot melt adhesive is abutted with the side wall of the mounting block.
Through adopting above-mentioned technical scheme, insert the installation piece in the mounting groove, with the electrical heating board circular telegram for the hot melt adhesive melts and laminates completely with the lateral wall of installation piece, after the hot melt adhesive solidification shaping, has realized with installation piece fixed connection on the cell wall of mounting groove.
In a specific implementation manner, a positioning insert ring is arranged on the side wall of the lifting plate, a plurality of mounting blocks are positioned on one side of the inner annular wall of the positioning insert ring, an air bag ring is glued at one end, far away from the mounting seat, of the positioning insert ring, and a sealing annular groove for the air bag ring to be inserted is arranged on the side wall of the shock insulation device.
Through adopting above-mentioned technical scheme, when the lifter plate removes to the direction of installing port, location insert ring and lifter plate synchronous motion, and then insert the installation piece in the mounting groove, in the gasbag ring on the location insert ring inserts sealed annular, utilizes gasbag ring shutoff mount pad and the gap between the shock insulation device lateral wall, avoids hot melt adhesive to take place ageing phenomena for a long time with the air contact as far as possible, helps avoiding taking place the displacement and influencing the shock absorption effect of shock insulation device when taking place the earthquake.
In a specific implementation manner, an air supply piece for providing air sources for a plurality of air bag rings is arranged in the mounting seat, the air supply piece comprises a plurality of air bags, the air bags are all arranged on the side wall of the lifting plate, which is far away from the lifting wedge, in an adhesive manner, the side wall of the lifting plate, which is far away from the air bags, is in butt joint with the side wall of the vibration isolation device, and the air bag rings are communicated with the air bags through air pipes.
Through adopting above-mentioned technical scheme, when the lifter plate removes to the installing port direction, the air supply bag butt is on the lateral wall of shock insulation device, along with the removal of lifter plate, the lifter plate extrusion supplies the gasbag to will supply the interior air supply of gasbag to send into the gasbag intrA-Annular through the trachea, and then the gasbag ring takes place to expand gradually, in order to insert the gasbag ring in the sealed annular, the annular wall of gasbag ring is hugged closely on the cell wall of sealed annular, with the sealed effect between reinforcing mount pad and the shock insulation device lateral wall.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the installation mechanism is utilized to connect the vibration isolation device with the installation seat so as to fixedly install the vibration isolation device between the upper structure and the lower extrusion part, and the mode of binding and fixedly connecting the vibration isolation device between the upper structure and the lower foundation through the reinforcing steel bars is replaced, so that the vibration isolation effect of the vibration isolation device is prevented from being influenced due to the fact that the vibration isolation device is deviated during an earthquake;
2. the free end of the connecting plate is inserted into the concrete, so that the contact area between the embedded bars and the concrete is increased, and the stability of the fixed connection of the embedded bars in the concrete pouring layer is improved;
3. the air bag ring is utilized to seal the gap between the mounting seat and the side wall of the shock insulation device, so that the aging phenomenon caused by long-time contact of the hot melt adhesive with air is avoided as much as possible, and the shock insulation effect of the shock insulation device is prevented from being influenced by displacement of the shock insulation device when an earthquake occurs.
Drawings
Fig. 1 is a schematic diagram of the overall structure of a building shock insulation and reinforcement device according to an embodiment of the present application.
Fig. 2 is a schematic diagram of the hidden upper structure and hidden lower foundation of fig. 1.
FIG. 3 is a cross-sectional view taken along the A-A plane in FIG. 2.
Fig. 4 is a cross-sectional view of the B-B plane of fig. 2.
Fig. 5 is an enlarged view at a in fig. 3.
Fig. 6 is an enlarged view at B in fig. 4.
Fig. 7 is a cross-sectional view of the C-C plane of fig. 2.
Fig. 8 is an enlarged view at C in fig. 4.
Fig. 9 is an enlarged view of D in fig. 7.
Reference numerals illustrate: 1. a shock isolation device; 2. a superstructure; 3. a lower foundation; 4. a concrete pouring layer; 5. a mounting base; 6. pre-burying ribs; 7. a connecting mechanism; 71. a connecting plate; 711. reinforcing the cone; 72. connecting the through groove; 8. an adjustment assembly; 81. extruding the air bag; 82. a branch pipe; 83. an air storage bag; 84. a support plate; 85. a slot; 86. a regulating chamber; 87. a through hole; 9. an extrusion; 91. a rotating shaft; 92. fluted disc; 93. a rack; 94. an extrusion plate; 95. a limiting block; 96. a limit groove; 10. a mounting mechanism; 101. a mounting block; 102. a mounting cavity; 103. a mounting port; 104. a mounting groove; 11. a synchronous lifting assembly; 111. a lifting plate; 112. lifting wedge blocks; 113. a drive wedge; 114. driving a screw; 115. a guide wedge surface; 116. dovetail blocks; 117. a dovetail groove; 12. a slide block; 13. a chute; 14. a guide block; 15. a guide groove; 16. a hot melt adhesive; 17. an electric heating plate; 18. positioning an insertion ring; 19. an air bag ring; 20. sealing ring grooves; 21. and (5) air supply bags.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-9.
The embodiment of the application discloses a building shock insulation reinforcing device. Referring to fig. 1, the building vibration isolation and reinforcement device comprises a concrete pouring layer 4, wherein the concrete pouring layer 4 is poured on opposite side walls of an upper structure 2 and a lower foundation 3 in advance, mounting seats 5 are fixedly mounted on the opposite side walls of the two concrete pouring layers 4, and a vibration isolation device 1 is fixedly mounted between the two mounting seats 5.
Referring to fig. 2, 3 and 4, the side walls of the mounting seats 5 facing the concrete pouring layer 4 are provided with a plurality of embedded ribs 6, the embedded ribs 6 are fixedly connected to the concrete pouring layer 4 through a connecting mechanism 7 so as to stably and fixedly connect the mounting seats 5 to the side walls of the concrete pouring layer 4, an installation space for placing the shock insulation device 1 is reserved between the opposite side walls of the two mounting seats 5, and an installation mechanism 10 for fixing the shock insulation device 1 is arranged on the mounting seats 5.
During installation, a concrete pouring layer 4 is poured on the upper structure 2 and the lower foundation 3 in advance, then the embedded ribs 6 on the installation seat 5 are inserted into the concrete pouring layer 4, the embedded ribs 6 are connected with the concrete pouring layer 4 by using the connecting mechanism 7, after the concrete is solidified and formed, the embedded ribs 6 are fixedly connected into the concrete pouring layer 4, and further the installation seat 5 is fixedly installed on the side wall of the concrete pouring layer 4; then the vibration isolation device 1 is placed between the two mounting seats 5, the vibration isolation device 1 is fixedly connected with the mounting seats 5 by using the mounting mechanism 10, and finally the mounting of the vibration isolation device 1 is realized; by adopting the installation mode of the shock insulation device 1, the stability is high, the mode of installing the shock insulation device 1 between the upper structure 2 and the lower foundation 3 by using the reinforcing steel bars is replaced, the shock insulation device 1 is prevented from generating displacement when an earthquake occurs, and the shock absorption effect of the shock insulation device 1 on the upper structure 2 and the lower foundation 3 is avoided as much as possible.
Referring to fig. 3 and 5, the connection mechanism 7 comprises two connection plates 71, the two connection plates 71 are oppositely arranged along the radial direction of the embedded rib 6, the side wall of the embedded rib 6 is radially provided with a connection through groove 72, the two connection plates 71 are obliquely arranged in the connection through groove 72, one end of each connection plate 71 is hinged with the groove wall of the connection through groove 72, the other end of each connection plate 71 extends towards the groove opening direction of the connection through groove 72, and the groove wall of the connection through groove 72 is provided with an adjusting component 8 for driving the free end of each connection plate 71 to extend out of the connection through groove 72; after the embedded ribs 6 are inserted into the concrete pouring layer 4, the free ends of the two connecting plates 71 are driven by the adjusting component 8 to extend out of the notch of the connecting through groove 72, so that the contact area between the embedded ribs 6 and concrete in the concrete pouring layer 4 is increased, after the concrete is solidified, the connecting plates 71 are fixedly connected into the concrete pouring layer 4, and the stability of fixedly connecting the mounting seat 5 on the concrete pouring layer 4 is enhanced.
Referring to fig. 5, the adjusting component 8 includes an extrusion air bag 81, a branch pipe 82 and an air storage bag 83, two support plates 84 are fixedly arranged on the groove wall of the connecting through groove 72 and located between the two connecting plates 71, the two support plates 84 are oppositely arranged along the axial direction of the embedded rib 6, the extrusion air bag 81 is arranged in a strip shape, two long side walls of the extrusion air bag 81 are respectively in one-to-one correspondence with the two support plates 84, the long side walls of the extrusion air bag 81 are in adhesive connection with the side walls of the support plates 84, two short side walls of the extrusion air bag 81 are respectively in one-to-one correspondence with the two connecting plates 71, the short side walls of the extrusion air bag 81 are in adhesive connection with the side walls of the connecting plates 71, one end of the branch pipe 82 is in adhesive connection with the extrusion air bag 81, an inserting groove 85 for inserting the embedded rib 6 is arranged on the side wall of the mounting seat 5, an adjusting cavity 86 communicated with the inserting groove 85 is arranged in the side wall of the mounting seat 5, the other end of the branch pipe 82 sequentially penetrates through the side walls of the embedded rib 6 and stretches into the adjusting cavity 86, a through hole 87 for the branch pipe 82 to penetrate through, one side wall of the air storage bag 83 is arranged on the side wall of the adjusting cavity 86, the side wall of the air storage bag 83 is in adhesive connection with the side wall of the connecting plate 71, and the air storage bag 83 is in use of the extrusion 9.
The air storage bag 83 is extruded by the extrusion part 9, so that an air source in the air storage bag 83 enters the extrusion air bag 81 through the branch pipe 82, and the extrusion air bag 81 is gradually expanded, and at the moment, the two connecting plates 71 are extruded by the extrusion air bag 81 to be far away from each other, so that the free ends of the connecting plates 71 extend out of the side walls of the embedded ribs 6, and the free ends of the connecting plates 71 are inserted into the concrete pouring layer 4, so that the contact area between the embedded ribs 6 and the concrete pouring layer 4 is increased; the adjusting mode is simple in structure and convenient to operate.
In this embodiment, in order to enhance stability of fixedly connecting the mounting seat 5 to the concrete pouring layer 4, the connection plates 71 on two adjacent embedded ribs 6 are oppositely arranged and parallel to each other, a plurality of reinforcing cones 711 are uniformly distributed on the side wall of the connection plate 71 far from the extrusion air bag 81, and the reinforcing cones 711 and the connection plate 71 are integrally formed; the connecting plates 71 on the two adjacent embedded bars 6 are oppositely arranged and are parallel to each other, the angle between the connecting plates 71 and the side walls of the embedded bars 6 is changed, the area range of the connecting plates 71 inserted into the concrete reinforcing layer is enlarged, and after concrete is solidified and formed, the embedded bars 6 are stably and fixedly connected to the concrete pouring layer 4.
Referring to fig. 5 and 6, the extrusion 9 includes fluted disc 92, pivot 91, rack 93 and stripper plate 94, fluted disc 92 fixed connection is close to the one side end wall of adjusting the chamber 86 at pre-buried muscle 6, the central axis of fluted disc 92 and the central axis collineation of pre-buried muscle 6, in this embodiment, the vertical setting of pivot 91, the axial of pivot 91 is with the axial syntropy of pre-buried muscle 6, the coaxial fixed connection of one end and fluted disc 92 of pivot 91, the other end of pivot 91 stretches out outside the lateral wall that the concrete placement layer 4 was kept away from to mount pad 5, pivot 91 rotates with the lateral wall of mount pad 5 to be connected, the one end that pre-buried muscle 6 was kept away from to pivot 91 is equipped with the rotary groove, the rotary groove is used for supplying the bottle opener to insert, so that the staff rotates pivot 91 with the help of the bottle opener, and then can rotate pre-buried muscle 6 through pivot 91. In this embodiment, the side wall of the shock insulation device 1 is provided with a mating groove for inserting the portion of the rotating shaft 91 extending out of the side wall of the mounting seat 5, and the mating groove is arranged so as to place the shock insulation device 1 between the opposite side walls of the two mounting seats 5 stably, and to abut the side wall of the shock insulation device 1 against the side wall of the mounting seat 5.
The rack 93 is meshed with the fluted disc 92, the rack 93 is horizontally arranged, the rack 93 is glidingly connected to the cavity wall of the adjusting cavity 86, a limiting block 95 is arranged on the side wall of the rack 93, a limiting groove 96 for the limiting block 95 to glide is arranged on the cavity wall of the adjusting cavity 86, the limiting groove 96 is horizontally arranged, and the limiting block 95 and the limiting groove 96 are matched to play a role in guiding the glide direction of the rack 93; one side end wall of the rack 93 is connected with a squeeze plate 94, and the side wall of the squeeze plate 94 far away from the rack 93 is abutted with the side wall of the air storage bag 83; when the embedded ribs 6 are rotated, the fluted disc 92 is driven to synchronously rotate, and the rack 93 is driven to slide, so that the rack 93 extrudes the air storage bag 83 through the extrusion plate 94, and the air source in the air storage bag 83 is conveyed into the extrusion air bag 81 through the branch pipe 82.
In order to help to avoid the rotation of the embedded rib 6, the branch pipe 82 cannot convey an air source to the extrusion air bag 81 due to winding extrusion, in this embodiment, a part of the branch pipe 82 extending out of the side wall of the embedded rib 6 is connected to the embedded rib 6 in a winding manner, and then the branch pipe 82 can be unwound along with the rotation of the embedded rib 6, so that the branch pipe 82 can stably supply air to the extrusion air bag 81.
Referring to fig. 7, the mounting mechanism 10 includes a plurality of mounting blocks 101, a mounting cavity 102 for accommodating the plurality of mounting blocks 101 is provided in a side wall of the mounting seat 5, a synchronous lifting assembly 11 for driving the plurality of mounting blocks 101 to lift is provided in a side wall of the mounting seat 5, a mounting opening 103 for extending out the mounting blocks 101 is provided in a side wall of the mounting seat 5 facing the vibration isolation device 1, the mounting opening 103 is communicated with the mounting cavity 102, and a mounting groove 104 for inserting the mounting blocks 101 is provided in a side wall of the vibration isolation device 1; the synchronous lifting assembly 11 is utilized to drive the plurality of mounting blocks 101 to synchronously lift, so that the mounting blocks 101 penetrate through the mounting openings 103 and are inserted into the mounting grooves 104, and the shock insulation device 1 is fixedly connected between the opposite side walls of the two mounting seats 5; the installation mode is simple in structure and convenient to operate.
Referring to fig. 7 and 8, the synchronous lifting assembly 11 includes a lifting plate 111, a lifting wedge block 112, a driving wedge block 113 and a driving screw 114, the lifting plate 111 is slidingly connected to a cavity wall of the installation cavity 102, a plurality of installation blocks 101 are uniformly distributed on a side wall of the lifting plate 111 facing the installation opening 103, the lifting wedge block 112 is fixedly connected to a side wall of the lifting plate 111 far away from the installation blocks 101, a sliding block 12 is arranged on the side wall of the lifting wedge block 112, a sliding groove 13 for sliding the lifting wedge block 112 is arranged on the cavity wall of the installation cavity 102 in the vertical direction, and the sliding block 12 and the sliding groove 13 are matched to guide and limit the sliding of the lifting wedge block 112.
The driving wedge 113 is slidingly connected to the side wall of the lifting wedge 112, the opposite side walls of the driving wedge 113 and the lifting wedge 112 are respectively provided with a guide wedge surface 115, the guide inclined surfaces are used for guiding lifting of the lifting wedge 112, the side wall of the driving wedge 113, which is positioned on the guide wedge surface 115, is provided with a dovetail block 116, the side wall of the lifting wedge 112, which is positioned on the guide wedge surface 115, is provided with a dovetail groove 117, the dovetail block 116 slides in the dovetail groove 117, the dovetail block 116 is matched with the dovetail groove 117, the sliding connection between the driving wedge 113 and the linkage wedge is realized, the side wall of the driving wedge 113 is provided with a guide block 14, the cavity wall of the installation cavity 102 is provided with a guide groove 15 for sliding the guide block 14, the guide groove 15 is horizontally arranged, the matching of the guide groove 15 and the guide block 14 plays a role in guiding and limiting the sliding of the driving wedge 113, and in this embodiment, the sliding directions of the driving wedge 113 and the lifting wedge 112 are mutually perpendicular.
The axial direction of the driving screw 114 is parallel to the length direction of the guide groove 15, one end of the driving screw 114 is rotationally connected with the side wall of the driving wedge 113 far away from the lifting wedge 112, the other end of the driving screw 114 extends out of the side wall of the mounting seat 5 and is connected with a handle, and the driving screw 114 is in threaded connection with the mounting seat 5; personnel rotate the drive screw 114 through the handle, and then along with the rotation of the drive screw 114, make the drive wedge 113 remove to the lifting wedge 112 direction, and then the lifting wedge 112 promotes the lifting wedge 112 to remove to the lifter plate 111 direction, then the lifter plate 111 drives a plurality of installation pieces 101 and moves in step, make the installation piece 101 pass the mounting hole 103 and insert in the mounting groove 104, through inserting a plurality of installation pieces 101 on two sets of mount pads 5 in the mounting groove 104, realized the centre gripping fixed to shock insulation device 1.
Referring to fig. 7 and 9, in order to further improve the stability of the fixing connection of the mount 5 to the shock insulation device 1, in this embodiment, a hot melt adhesive 16 is disposed on the wall of the mounting groove 104, and an electric heating plate 17 is embedded in the side wall of the mounting block 101; after the installation block 101 is inserted into the installation groove 104, the side wall of the installation block 101 is abutted with the hot melt adhesive 16, the electric heating plate 17 is electrified, and then the electric heating plate 17 generates heat, the installation block 101 in the embodiment can adopt an aluminum block with good heat conduction performance, so that the electric heating plate 17 can rapidly conduct heat to the side wall of the installation block 101, and then the hot melt adhesive 16 is heated and melted, so that the installation block 101 is fixedly connected to the groove wall of the installation groove 104 in an adhesive manner, and the connection strength between the installation seat 5 and the shock insulation device 1 is enhanced.
Referring to fig. 7 and 9, since the mounting blocks 101 are fixedly connected to the groove wall of the mounting groove 104 through the hot melt adhesive 16, in this embodiment, the side wall of the lifting plate 111 is provided with a positioning insert ring 18 fixedly connected thereto, the plurality of mounting blocks 101 are all located at one side of the inner annular wall of the positioning insert ring 18, one end of the positioning insert ring 18, which is far away from the mounting seat 5, is adhesively connected with an air bag ring 19, and the side wall of the shock insulation device 1 is provided with a sealing ring groove 20 into which the air bag 21 ring 19 is inserted; when the lifting plate 111 is driven to slide towards the direction of the mounting opening 103, the positioning insert ring 18 moves synchronously along with the lifting plate 111, and then the positioning insert ring 18 passes through the mounting opening 103 so as to insert the air bag ring 19 into the sealing ring groove 20, and the air bag ring 19 is utilized to block gaps between the side walls of the shock insulation device 1 and the mounting seat 5, so that the phenomenon of aging caused by long-time contact of the hot melt adhesive 16 with air is avoided, the stability of fixedly connecting the mounting block 101 on the wall of the mounting groove 104 is improved, the connection strength between the shock insulation device 1 and the mounting seat 5 is further enhanced, and the shock insulation effect of the shock insulation device 1 is prevented from being influenced by the fact that the shock insulation device 1 is deviated between the two mounting seats 5 during an earthquake.
Referring to fig. 9, an air supply member for providing an air source for the air bag ring 19 is arranged in the mounting seat 5, the air supply member comprises a plurality of air supply bags 21, one side wall of each air supply bag 21 is adhesively arranged on the side wall of the lifting plate 111, which is positioned on the mounting block 101, the side wall of each air supply bag 21, which is far away from the lifting plate 111, is abutted with the side wall of the vibration isolation device 1, and the air supply bags 21 are communicated with the air bag ring 19 through air pipes; when the lifting plate 111 moves towards the mounting opening 103, the lifting plate 111 presses the air supply bag 21, and then air sources in the air supply bag 21 are sent into the air bag ring 19 through a plurality of air pipes, so that the air bag ring 19 is gradually expanded, the side wall of the air bag ring 19 is tightly attached to the wall of the sealing ring groove 20, and sealing between the mounting seat 5 and the side wall of the shock insulation device 1 is achieved.
The implementation principle of the building shock insulation and reinforcement device provided by the embodiment of the application is as follows: when the vibration isolation device 1 is installed, the concrete pouring layer 4 is poured on the opposite side walls of the upper structure 2 and the lower foundation 3, then the embedded ribs 6 are inserted into the concrete pouring layer 4, the rotating shaft 91 is rotated to drive the embedded ribs 6 to rotate, then the fluted disc 92 rotates to drive the rack 93 to axially slide along the self, the rack 93 presses the gas storage bag 83 through the pressing plate 94 so that an air source in the gas storage bag 83 is sent into the pressing air bag 81 through the branch pipe 82, the pressing air bag 81 is inflated, the pressing air bag 81 drives the two connecting plates 71 to be far away from each other, the connecting plates 71 are inserted into concrete, and after the concrete is solidified and formed, the mounting seat 5 is fixedly connected onto the concrete pouring layer 4.
Then, the vibration isolation device 1 is placed between the two mounting seats 5, the driving screw 114 is rotated, and the driving wedge 113 is driven to move towards the lifting wedge 112 along with the rotation of the driving screw 114, so that the lifting plate 111 is pushed to move towards the mounting opening 103, and the plurality of mounting blocks 101 are inserted into the mounting grooves 104, so that the vibration isolation device 1 is stably and fixedly connected between the two mounting seats 5.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (5)
1. The utility model provides a building shock insulation reinforcing apparatus which characterized in that: the concrete pouring structure comprises concrete pouring layers (4), wherein the concrete pouring layers (4) are used for being poured on opposite side walls of an upper structure (2) and a lower foundation (3) in advance, mounting seats (5) are arranged on the opposite side walls of the two concrete pouring layers (4), the mounting seats (5) are fixedly connected to the concrete pouring layers (4) through a plurality of embedded ribs (6), the embedded ribs (6) are connected with the concrete pouring layers (4) through connecting mechanisms (7), a mounting space for fixing a shock insulation device (1) is formed between the two mounting seats (5) in a surrounding mode, and a mounting mechanism (10) for fixing the shock insulation device (1) is arranged on the mounting seats (5);
the mounting mechanism (10) comprises a plurality of mounting blocks (101), a mounting cavity (102) for accommodating the mounting blocks (101) is formed in the side wall of the mounting seat (5), a synchronous lifting assembly (11) for driving the mounting blocks (101) to lift is arranged on the side wall of the mounting seat (5), a mounting opening (103) for the mounting blocks (101) to extend out is formed in the side wall of the mounting seat (5) facing the vibration isolation device (1), and a mounting groove (104) for the mounting blocks (101) to be inserted is formed in the side wall of the vibration isolation device (1);
the synchronous lifting assembly (11) comprises a lifting plate (111), a lifting wedge block (112), a driving wedge block (113) and a driving screw (114), wherein the lifting plate (111) is slidably arranged on the cavity wall of the mounting cavity (102), a plurality of mounting blocks (101) are arranged on the side wall of the lifting plate (111), the lifting wedge block (112) is arranged on the side wall, far away from the mounting blocks (101), of the lifting plate (111), the driving wedge block (113) is slidably connected with the cavity wall of the mounting cavity (102) through a guide piece, the driving wedge block (113) is slidably connected with the lifting wedge block (112), a guide wedge surface (115) for allowing the lifting wedge block (112) to lift is arranged on the side wall of the driving wedge block (113), one end of the driving screw (114) is rotatably connected with the side wall, far away from the lifting wedge block (112), the other end of the driving screw (114) extends out of the side wall of the mounting seat (5), and the driving wedge block (114) is slidably connected with the side wall of the mounting seat (5) through threads.
The groove wall of the mounting groove (104) is provided with a hot melt adhesive (16), the side wall of the mounting block (101) is embedded with an electric heating plate (17), and the hot melt adhesive (16) is abutted with the side wall of the mounting block (101);
a positioning insert ring (18) is arranged on the side wall of the lifting plate (111), a plurality of mounting blocks (101) are positioned on one side of the inner annular wall of the positioning insert ring (18), an air bag ring (19) is glued at one end of the positioning insert ring (18) away from the mounting seat (5), and a sealing annular groove (20) for the air bag ring (19) to be inserted is arranged on the side wall of the vibration isolation device (1);
be equipped with in mount pad (5) and be used for a plurality of air supply piece that air bag ring (19) provided the air supply, the air supply piece includes a plurality of air supply bag (21), a plurality of air supply bag (21) all glue and set up lifter plate (111) are kept away from on the lateral wall of lifting wedge (112), air supply bag (21) are kept away from the lateral wall of lifter plate (111) with the lateral wall butt of shock insulation device (1), air bag ring (19) with through the trachea intercommunication between air supply bag (21).
2. The building seismic isolation and reinforcement device of claim 1, wherein: coupling mechanism (7) are including connecting plate (71) of two relative settings, be equipped with on pre-buried muscle (6) and connect through groove (72), two connecting plate (71) all slope setting is in connect on the cell wall in through groove (72), one end of connecting plate (71) with the cell wall in through groove (72) articulates and is connected, the other end of connecting plate (71) to the notch direction in through groove (72) extends, be equipped with on the cell wall in through groove (72) and be used for the drive the free end in connecting plate (71) stretches out adjusting part (8) outside through groove (72).
3. The building seismic isolation and reinforcement device of claim 2, wherein: the utility model provides a regulation subassembly (8) is including extrusion gasbag (81), branch pipe (82) and gas storage bag (83), be equipped with two relative extension board (84) on the cell wall of connecting logical groove (72), extrusion gasbag (81) are glued and are set up two on the opposite lateral wall of extension board (84), extrusion gasbag (81) are located two between connecting plate (71), one lateral wall and one of them of extrusion gasbag (81) adhesive connection connecting plate (71), another lateral wall of extrusion gasbag (81) with another one of them adhesive connection connecting plate (71), the one end of branch pipe (82) with extrusion gasbag (81) intercommunication, the other end of branch pipe (82) with gas storage bag (83) intercommunication, be equipped with on the lateral wall of mount pad (5) confession pre-buried muscle (6) male slot (85), be equipped with in the lateral wall of mount pad (5) with regulation chamber (86) of intercommunication, gas storage bag (83) are glued and are set up on the chamber (86) of regulation chamber (86), one end of branch pipe (82) with be equipped with through pre-buried muscle (87) of extrusion piece (82) is equipped with air storage bag (86).
4. A building seismic isolation and reinforcement device according to claim 3, wherein: extrusion piece (9) are including fluted disc (92), pivot (91), rack (93) and stripper plate (94), fluted disc (92) set up pre-buried muscle (6) are close to on the lateral wall in regulation chamber (86), the central axis of fluted disc (92) with the central axis collineation of pre-buried muscle (6), the one end of pivot (91) with coaxial fixed connection of fluted disc (92), the other end of pivot (91) stretches out mount pad (5) is kept away from outside the lateral wall of concrete placement layer (4), rack (93) slide and connect on the chamber wall of regulation chamber (86), the one end of rack (93) with stripper plate (94) link to each other, stripper plate (94) butt is in on the lateral wall of air storage bag (83).
5. A building seismic isolation and reinforcement device according to claim 3, wherein: the connecting plates (71) on two adjacent embedded ribs (6) are parallel to each other and are oppositely arranged, and a plurality of reinforcing cones (711) are uniformly distributed on the side wall, far away from the extrusion air bag (81), of the connecting plates (71).
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| CN202210570276.8A CN114934689B (en) | 2022-05-24 | 2022-05-24 | Building shock insulation reinforcing apparatus |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210570276.8A CN114934689B (en) | 2022-05-24 | 2022-05-24 | Building shock insulation reinforcing apparatus |
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| CN114934689A CN114934689A (en) | 2022-08-23 |
| CN114934689B true CN114934689B (en) | 2024-01-30 |
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| CN114934689A (en) | 2022-08-23 |
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