CN116181140A - Damping support node - Google Patents
Damping support node Download PDFInfo
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- CN116181140A CN116181140A CN202310232094.4A CN202310232094A CN116181140A CN 116181140 A CN116181140 A CN 116181140A CN 202310232094 A CN202310232094 A CN 202310232094A CN 116181140 A CN116181140 A CN 116181140A
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- 238000013016 damping Methods 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 81
- 239000010959 steel Substances 0.000 claims abstract description 81
- 230000000087 stabilizing effect Effects 0.000 claims description 34
- 239000000725 suspension Substances 0.000 claims description 24
- 230000035939 shock Effects 0.000 claims description 20
- 238000005452 bending Methods 0.000 claims description 14
- 238000003466 welding Methods 0.000 claims description 11
- 230000000712 assembly Effects 0.000 claims description 4
- 238000000429 assembly Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 abstract description 25
- 238000010276 construction Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 abstract description 2
- 230000033001 locomotion Effects 0.000 description 22
- 238000000034 method Methods 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 230000004308 accommodation Effects 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 230000001105 regulatory effect Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
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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
- 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
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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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0237—Structural braces with damping devices
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The application relates to the field of construction engineering damping equipment installation technology, in particular to a damping support node; the device comprises a viscous damper, an embedded part and a supporting component; the embedded part comprises an embedded steel plate and embedded bars; one end of the embedded steel bar is fixedly connected with the main steel bar of the suspended wall, the embedded steel plate is arranged at the other end of the embedded steel bar, one end of the viscous damper is connected with the embedded steel plate of the upper suspended wall, and the other end of the viscous damper is connected with the embedded steel plate of the lower suspended wall; the support component is used for limiting the position of the embedded part; through the supporting component who sets up on pre-buried steel sheet, when carrying out concrete placement to upper and lower wall, the impact force of concrete is transmitted to supporting component through pre-buried steel sheet, and supporting component supports upper and lower wall for upper and lower wall that hangs keeps predetermined interval, reduces to appear upper and lower wall because of the phenomenon that the skew leads to the space to reduce in pouring, is convenient for to viscous damper's installation.
Description
Technical Field
The application relates to the field of construction engineering damping equipment installation technology, in particular to a damping support node.
Background
With the development of the building industry, the method has higher requirements on earthquake prevention and disaster reduction of the building, and is used for reducing earthquake damage of the building, avoiding casualties and reducing economic loss, and in the building process, viscous dampers are often arranged in the building; the viscous damper is the most one kind of damper, and when receiving external effort, the inner structure of viscous damper produces deformation and drives viscous damper's piston rod motion, realizes converting mechanical energy into kinetic energy, and then realizes reducing structure vibration reaction's purpose.
In the related art, in order to improve the anti-seismic performance between the upper and lower suspended wall walls, when the upper and lower suspended wall walls are built, a space is reserved between the upper and lower suspended wall walls, then the viscous damper is installed in the space between the upper and lower suspended wall walls, when the viscous damper is installed, the embedded part and the main ribs of the upper and lower suspended wall walls are bound and fixed, the upper and lower suspended wall walls are poured in place after the binding and fixing are completed, another embedded part and the main ribs of the lower suspended wall walls are bound and fixedly connected, then the lower suspended wall is poured in place, after concrete is solidified, one end of the viscous damper is connected with the embedded part of the upper suspended wall, and the other end of the viscous damper is connected with the embedded part of the lower suspended wall, so that the installation of the viscous damper is completed.
For the above related art, there are technical drawbacks as follows: when the viscous damper is installed, the embedded part and the main building rib are bound and fixed, then concrete pouring is carried out, but the impact force of the concrete can cause the phenomenon that the embedded part is deviated during the concrete pouring, so that the space of the upper and lower suspended wall walls is reduced, and the viscous damper is inconvenient to install.
Disclosure of Invention
In order to reduce the emergence of embedded part skew phenomenon when pouring upper and lower wall, the installation of viscous damper of being convenient for, this application provides a shock attenuation support node.
The damping support node adopts the following technical scheme:
the damping support node comprises a viscous damper, an embedded part for connecting the viscous damper with an upper suspension wall and a lower suspension wall, and a support assembly for reducing deflection of the embedded part;
the embedded parts arranged on the upper suspension wall and the embedded parts arranged on the lower suspension wall are arranged in a staggered mode;
the embedded part comprises an embedded steel plate and embedded bars;
one end of the embedded steel bar is fixedly connected with the main steel bar of the wall hanging wall, the embedded steel plate is arranged at the other end of the embedded steel bar, one end of the viscous damper is connected with the embedded steel plate of the wall hanging wall, and the other end of the viscous damper is connected with the embedded steel plate of the wall hanging wall below;
the support assemblies are respectively arranged on the embedded steel plates and used for limiting the positions of the embedded parts.
By adopting the technical scheme, a plurality of embedded parts are respectively bound and fixed with main ribs of the upper suspension wall and the lower suspension wall, the supporting component is adjusted at the same time, then concrete pouring is carried out on the upper suspension wall and the lower suspension wall, and an upper suspension wall and a lower suspension wall are formed after the concrete pouring is solidified; through the supporting component who sets up on pre-buried steel sheet, when carrying out concrete placement to upper and lower wall, the impact force of concrete is transmitted to supporting component through pre-buried steel sheet, and supporting component supports upper and lower wall for upper and lower wall that hangs keeps predetermined interval, reduces to appear upper and lower wall because of the phenomenon that the skew leads to the space to reduce in pouring, is convenient for to viscous damper's installation.
Optionally, the support assembly includes a support rod and a support plate;
one end of the supporting rod is detachably connected with the embedded steel plate, and the supporting rod is of a telescopic structure;
the backup pad is located the other end of bracing piece, wherein, the backup pad can be with hang the main muscle fixed connection of wall.
By adopting the technical scheme, the supporting rods are adjusted to move, the supporting rods stretch or shrink, the supporting rods are driven to move by the movement of the supporting rods, the supporting plates are close to the main ribs of the other suspended wall, and when the distance between the adjacent suspended wall walls is determined, the supporting plates are fixedly connected with the main ribs of the other suspended wall, and concrete pouring is carried out on the suspended wall; through adjusting the bracing piece, the bracing piece motion, bracing piece motion drives the backup pad motion, when confirming the distance between the adjacent wall that hangs, fixes backup pad and the main muscle of wall that hangs, then carries out concrete placement to upper and lower wall, when reducing wall concrete placement to hanging, leads to appearing adjacent wall that hangs the emergence that the interval reduces the condition, and then is convenient for realize the installation to viscous damper.
Optionally, the supporting rod comprises a fixed section and a rotating section;
one end of the fixed section is arranged on the embedded steel plate, and the axial direction of the fixed section is perpendicular to the axial direction of the viscous damper;
the rotating section is coaxially and threadedly connected with the other end of the fixed section, and the supporting plate is hinged with the other end of the rotating section.
By adopting the technical scheme, the rotating section is adjusted, the rotating section moves on the fixed section, the movement of the rotating section drives the supporting plate to move, and the supporting plate is close to the cantilever wall; through adjusting the rotation section, the rotation section moves on the fixed section, and the motion of rotation section drives the backup pad motion, realizes driving the backup pad to be close to the purpose that hangs the wall, and then realizes keeping invariable with the interval before the adjacent wall that hangs.
Optionally, the device further comprises a connecting component for connecting the viscous damper with the embedded steel plate;
the connecting component comprises a connecting plate and a fixing pin;
one side of the connecting plate is connected with the embedded steel plate;
the fixing pin is arranged on the other side of the connecting plate, penetrates through the viscous damper and the connecting plate and is used for fixing the viscous damper and the connecting plate.
By adopting the technical scheme, the viscous damper is operated, one end of the viscous damper is close to the connecting plate of the upper suspension wall, the viscous damper is fixedly connected with the connecting plate of the upper suspension wall by using the fixing pin, the viscous damper is regulated, the viscous damper is close to the connecting plate of the lower suspension wall, and the viscous damper is fixedly connected with the connecting plate of the lower suspension wall by using the fixing pin; through the connecting plate fixed connection with the one end and the upper suspension wall of viscous damper, the other end and the connecting plate fixed connection of lower suspension wall of viscous damper realize installing the purpose in the space between the adjacent suspension wall roof beam with viscous damper to this seismic performance that has improved adjacent suspension wall.
Optionally, the connecting plate comprises a connecting section and at least one abutting section;
the connecting section is connected with the embedded steel plate;
the tight section is located to support the lateral part of linkage segment, wherein, support tight section formation and be used for viscous damper tip's accommodation space, the fixed pin passes support tight section with viscous damper realizes support tight section with viscous damper's is fixed.
By adopting the technical scheme, the end part of the viscous damper is extended into the accommodating space formed by the two propping sections, and the viscous damper and the propping sections are fixed by using the fixing pins; through stretching into viscous damper in two accommodation spaces that support tightly to form, when the lateral wall of viscous damper supports tightly with supporting tight section, use the fixed pin to pass viscous damper and support tight section, realize fixing viscous damper and support tight section on purpose, adopt two forms of supporting tight section, be convenient for with the tip restriction of viscous damper in supporting tight section accommodation space that forms, reduce the phenomenon that appears viscous damper skew, improved the shock resistance of hanging the wall to a certain extent.
Optionally, a groove is formed at the joint of the connecting section and the abutting section;
when the connecting section is abutted against the embedded steel plate, the abutting section and the embedded steel plate form a fixed space for containing welding melt.
Through adopting above-mentioned technical scheme, support tight section and linkage segment junction and set up the groove, when linkage segment supports tightly with pre-buried steel sheet, support tight section and pre-buried steel sheet formation and hold the fixed space of welding melt for when carrying out welded fastening to linkage segment and pre-buried steel sheet, can hold more welding melt, improved linkage segment and pre-buried steel sheet's joint strength, and then improved the fixed strength to viscous damper, further improved the shock resistance of hanging wall.
Optionally, the embedded bar comprises a bending section and a straight section;
one end of the bending section is fixedly connected with the main rib of the cantilever wall;
the straight section is arranged on the other section of the bending section, and the embedded steel plate is arranged on one end, far away from the bending section, of the straight section.
By adopting the technical scheme, the bending section and the main rib of the suspended wall are tied and fixed, and the straight section is connected and fixed with the embedded steel plate; through setting up the buried bar into bending section and straight section, effectively improve the joint strength of buried bar and wall hanging wall owner muscle.
Optionally, a support assembly for carrying the viscous damper is also included;
the bearing assembly comprises a bearing rod, a bearing plate and an adjusting piece;
the supporting rod is of a telescopic structure and comprises a stable section and a sliding section;
the stabilizing section is arranged on one side of the cantilever wall, which is close to each other, and the axial direction of the stabilizing section is vertical to the axial direction of the viscous damper;
the sliding section is connected to the stable section in a sliding manner through the adjusting piece, wherein the moving direction of the sliding section is the same as the axial direction of the stable section;
the adjusting piece is used for driving the sliding section to move on the stable section;
the bearing plate is arranged on the sliding section, and the bearing plate can be abutted against the viscous damper.
By adopting the technical scheme, the adjusting piece is operated, the adjusting piece moves to drive the sliding section to move, the sliding section moves on the stabilizing section, the sliding section moves to drive the supporting plate to move, the supporting plate is close to the viscous damper, the supporting plate is abutted against the viscous damper, and the supporting plate supports the viscous damper; through operating the regulating part, the motion of regulating part drives the section motion that slides, and the motion of section that slides drives the supporting plate motion for the supporting plate supports tightly with viscous damper, realizes the purpose to viscous damper bear, reduces and appears viscous damper because of the uneven phenomenon that produces the skew of atress, and then has improved the stability of viscous damper installation, has still further improved the shock resistance of hanging wall.
Optionally, the adjusting member includes an adjusting rack, an adjusting gear, and an adjusting stabilizing source;
the adjusting rack is arranged on the sliding section and is in sliding connection with the stabilizing section, and the length direction of the adjusting rack is the same as the axial direction of the stabilizing section;
the adjusting gear is rotatably connected to the stabilizing section and meshed with the adjusting rack;
the adjusting stabilizing source is arranged on the adjusting rack and used for limiting and fixing the stabilizing section and the sliding section.
By adopting the technical scheme, the adjusting gear is rotated, the adjusting gear rotates, the adjusting gear moves on the adjusting rack, the movement of the adjusting gear drives the sliding rack to move, the movement of the sliding rack drives the sliding section to move, the sliding section slides on the stabilizing section, the movement of the sliding section drives the bearing plate to move, and when the bearing plate is abutted against the viscous damper, the sliding section and the stabilizing section are fixed by using the adjusting stabilizing source; through rotating adjusting gear, adjusting gear drives and adjusts the rack motion, adjusts the rack motion and drives the section motion that slides, slides the section and moves on stabilizing the section, and the motion of section that slides drives the bearing board motion, and the bearing board supports tightly with viscous damper, realizes the spacing fixed purpose to viscous damper.
Optionally, the bearing plate is arc-shaped and is matched with the viscous damper.
Through adopting above-mentioned technical scheme, through setting up the bearing board into arc structure to the arc structure and the viscous damper phase-match of bearing board further improve the spacing purpose of viscous damper support, and then reduce the phenomenon that the viscous damper produced the skew appears, thereby improved the shock resistance of hanging the wall.
In summary, the present application includes at least one of the following beneficial technical effects:
1. according to the method, the supporting component is arranged on the embedded steel plate, when the upper wall and the lower wall are subjected to concrete pouring, the impact force of concrete is transmitted to the supporting component through the embedded steel plate, the supporting component supports the upper wall and the lower wall, so that the upper wall and the lower wall are kept at a preset distance, the phenomenon that the space is reduced due to the fact that the upper wall and the lower wall deviate in pouring is reduced, and the viscous damper is convenient to install;
2. according to the method, the supporting rods are adjusted, the supporting rods move to drive the supporting plates to move, when the distance between the adjacent suspended wall walls is determined, the supporting plates are fixed with the main ribs of the suspended wall, then concrete pouring is carried out on the upper wall and the lower wall, the occurrence of the condition that the distance between the adjacent suspended wall is reduced when concrete pouring is carried out on the suspended wall is reduced, and further the installation of the viscous damper is facilitated;
3. according to the anti-vibration wall, the adjusting piece is operated, the motion of the adjusting piece drives the sliding section to move, the motion of the sliding section drives the supporting plate to move, the supporting plate is tightly propped against the viscous damper, the purpose of bearing the viscous damper is achieved, the phenomenon that the viscous damper is offset due to uneven stress is reduced, the stability of installation of the viscous damper is improved, and the anti-vibration performance of the wall is further improved.
Drawings
FIG. 1 is a schematic view of a shock mount node in use;
FIG. 2 is a schematic view of another service state structure of a shock mount node of the present application;
FIG. 3 is a schematic view of a shock mount node of the present application;
fig. 4 is an enlarged view of a portion a of fig. 3;
FIG. 5 is a schematic view of a hidden upper wall suspension of a shock mount node of the present application;
fig. 6 is an enlarged view of a portion B of fig. 5.
Reference numerals: 1. a viscous damper; 2. an embedded part; 21. embedding reinforcing steel bars; 211. a curved section; 212. a straight section; 22. embedding a steel plate; 221. a mounting groove; 3. a support assembly; 31. a support rod; 311. a fixed section; 312. a rotating section; 313. a mounting block; 32. a support plate; 321. a fixing hole; 4. a connection assembly; 41. a connecting plate; 411. a connection section; 412. a tightening section; 4121. groove; 42. a fixing pin; 5. a support assembly; 51. a support rod; 511. a stabilizing section; 52. a slip segment; 52. a bearing plate; 53. an adjusting member; 531. adjusting the rack; 532. an adjusting gear; 533. an adjusting hand wheel; 6. an upper suspended wall; 7. a lower suspended wall; 8. and a main tendon.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-6.
The embodiment of the application discloses a shock attenuation support node.
Referring to fig. 1 and 2, a shock absorbing support node includes a viscous damper 1, an embedment 2 for connecting the viscous damper 1 with upper and lower cantilever walls 7, a support member 3 for reducing deflection of the embedment 2, a bearing member 5 for supporting the viscous damper 1, and a connection member 4 for connecting the viscous damper 1 with the embedment 2; wherein the embedded parts 2 fixed with the upper suspension wall 6 and the embedded parts 2 fixed with the lower suspension wall 7 are arranged in a staggered manner; the support assemblies 3 are respectively arranged on the embedded steel plates 22, and the support assemblies 3 are used for limiting the positions of the embedded parts 2; the viscous damper 1 is connected with the embedded part 2 through a connecting component 4, and the connecting component 4 is used for connecting the viscous damper 1 with the embedded part 2; the supporting component 5 is arranged on one side of the suspended wall, which is close to each other, and the supporting component 5 is used for limiting and fixing the viscous damper 1.
Referring to fig. 2 and 3, the embedded part 2 includes an embedded steel plate 22 and embedded bars 21; one end of each embedded steel bar 21 is fixedly connected with the main steel bar 8 of the wall hanging wall, the embedded steel plate 22 is fixed at the other end of each embedded steel bar 21, one end of each viscous damper 1 is connected with the embedded steel plate 22 of the wall hanging wall 6 through the connecting component 4, and the other end of each viscous damper 1 is connected with the embedded steel plate 22 of the wall hanging wall 7 through the connecting component 4.
Referring to fig. 3, in order to improve the connection strength between the embedded bar 21 and the main bar 8 in the embodiment of the present application, the embedded bar 21 includes a curved section 211 and a straight section 212; the end part of the bending section 211 is fixedly connected with the main rib 8 of the cantilever wall in a bundling mode; the flat section 212 is fixed on the other section of the bending section 211, and the embedded steel plate 22 is fixed on one end of the flat section 212 far away from the bending section 211 in a welding mode; it should be noted that, the fixing manner of the curved section 211 and the straight section 212 in the embodiment of the present application may be fixed by adopting a welding manner, may be fixed by adopting a mutual bonding manner, may also be processed by adopting an integrated forming manner, so as to improve the strength of the embedded steel bar 21, and further improve the installation strength of the viscous damper 1, and the embedded steel bar 21 adopts an integrated forming manner.
Referring to fig. 3, the support assembly 3 includes a support rod 31 and a support plate 32; one end of the supporting rod 31 is detachably connected with the embedded steel plate 22, and in the embodiment of the application, the supporting rod 31 is of a telescopic structure; the support plate 32 is installed at the other end of the support rod 31, wherein the support plate 32 can be fixedly connected with the main rib 8 of the cantilever wall.
Referring to fig. 3, in order to facilitate connection between the support plate 32 and the main rib 8, a plurality of fixing holes 321 are formed in the support plate 32, the number of the fixing holes 321 is not specifically limited in this application, the reinforcing steel bar passes through the support plate 32 through the fixing holes 321, and then the reinforcing steel bar and the main rib 8 are bundled and fixed, so as to fix the support plate 32 and the main rib 8.
Referring to fig. 3, the support rod 31 in the embodiment of the present application includes a fixed section 311 and a rotating section 312; one end of the fixed section 311 is detachably arranged on the embedded steel plate 22, and the axial direction of the fixed section 311 is perpendicular to the axial direction of the viscous damper 1; the rotating section 312 is coaxially screwed to the other end of the fixed section 311, and the support plate 32 is fixed to the other end of the rotating section 312 by bolts.
Referring to fig. 2 and 4, in order to facilitate the detachable installation of the fixing section 311 and the embedded steel plate 22, an installation groove 221 is formed on one side of the embedded steel plate 22, which is close to each other, an installation block 313 is welded at one end of the fixing section 311, which is close to the embedded steel plate 22, the installation block 313 extends into the installation groove 221, and the installation block 313 is in sliding connection with the embedded steel plate 22; the installation block 313 extends into the installation groove 221, the fixing section 311 is operated, the fixing section 311 moves to drive the installation block 313 to move, the installation block 313 moves in the installation groove 221, the fixing section 311 and the embedded steel plate 22 are fixedly connected, after the wall hanging wall is supported, the fixing section 311 is operated, the fixing section 311 drives the installation block 313 to move, and the installation block 313 is separated from the installation groove 221, so that the separation and the disassembly of the fixing section 311 and the embedded steel plate 22 are realized.
Referring to fig. 3, the connection assembly 4 includes a connection plate 41 and a fixing pin 42; one side of the connecting plate 41 is connected with the embedded steel plate 22; a fixing pin 42 is installed at the other side of the connection plate 41, the fixing pin 42 passing through the viscous damper 1 and the connection plate 41, the fixing pin 42 being used to fix the viscous damper 1 with the connection plate 41.
Referring to fig. 3, the connection plate 41 comprises a connection section 411 and at least two abutment sections 412; the connecting section 411 is fixedly connected with the embedded steel plate 22 in a welding manner; the tight section 412 is fixed at the lateral part of the connection section 411, it should be noted that the number of tight sections 412 may be one, two or three, so that the connection strength to the viscous damper 1 can be improved.
Referring to fig. 3, in order to improve the connection strength between the connection section 411 and the pre-buried steel plate 22, a groove 4121 is provided at the connection between the connection section 411 and the abutting section 412; when the connecting section 411 is abutted against the embedded steel plate 22, the abutting section 412 and the embedded steel plate 22 form a fixed space for containing welding melt; when the connection section 411 and the pre-buried steel plate 22 are welded, the welding melt flows into the fixing space, and a large amount of welding melt is stored in the fixing space, so that the connection strength between the pre-buried steel plate 22 and the connection section 411 is improved.
Referring to fig. 5 and 6, the bearing assembly 5 includes a bearing rod 51, a bearing plate 52, and an adjuster 53; the supporting rod 51 is a telescopic structure, and in this embodiment, the supporting rod 51 includes a stabilizing section 511 and a sliding section 52; the stabilizing section 511 is fixedly connected with the main rib 8 and is arranged on one side of the cantilever wall, which is close to each other, and the axial direction of the stabilizing section 511 is vertical to the axial direction of the viscous damper 1; the sliding section 52 is slidably connected to the stabilizing section 511 through an adjusting piece 53, wherein the moving direction of the sliding section 52 is the same as the axial direction of the stabilizing section 511; the adjusting piece 53 is used for driving the sliding section 52 to move on the stabilizing section 511; the bearing plate 52 is fixed at the end of the sliding section 52 away from the stable section 511 by bolts, and the bearing plate 52 can be abutted against the viscous damper 1.
Referring to fig. 6, the adjusting member 53 includes an adjusting rack 531, an adjusting gear 532, and an adjusting stabilizing source; the adjusting rack 531 is fixed on the sliding section 52 in a welding mode, and the length direction of the adjusting rack 531 is the same as the axial direction of the stabilizing section 511; the adjusting gear 532 is rotatably connected to the stabilizing section 511, and the adjusting gear 532 is meshed with the adjusting rack 531; the regulation firm source is installed on firm section 511, and the regulation firm source is used for carrying out spacing fixed to firm section 511 and section 52 that slides.
Referring to fig. 6, to facilitate the adjustment of the adjusting gear 532, the embodiment of the present application further includes an adjusting hand wheel 533, where the adjusting hand wheel 533 is connected to the adjusting gear 532, and the adjusting hand wheel 533 is rotated to drive the adjusting gear 532 to move.
Referring to fig. 6, the adjustment stability source in an embodiment of the present application includes an adjustment stability pin; the adjusting steady pin body passes through the rotating shaft between the steady section 511 and the adjusting gear 532, the adjusting steady pin body is tightly abutted against the steady section 511, and the adjusting steady pin body limits the rotation of the adjusting gear 532, thereby achieving the purpose of fixing the sliding section 52 and the steady section 511
Referring to fig. 6, in order to improve the effect of limiting and fixing the viscous damper 1, the supporting plate 52 in the embodiment of the present application is arc-shaped, and the supporting plate 52 is matched with the viscous damper 1.
The implementation principle of the damping support node in the embodiment of the application is as follows: firstly, fixing a bending section 211 and a main rib 8 of a cantilever wall in a binding mode, then extending a mounting block 313 into a mounting groove 221, operating a fixing section 311, enabling the fixing section 311 to move, enabling the fixing section 311 to drive the mounting block 313 to move, enabling the mounting block 313 to extend into the mounting groove 221, adjusting a rotating section 312, enabling the rotating section 312 to move on the fixing section 311, enabling the rotating section 312 to move to drive a supporting plate 32 to move, enabling the supporting plate 32 to be close to the main rib 8 of the cantilever wall, fixing the supporting plate 32 and the main rib 8, pouring concrete into the cantilever wall, fixing a connecting section 411 and an embedded steel plate 22, enabling one end of a viscous damper 1 to extend into a fixing space formed by two abutting sections 412, fixing one end of the viscous damper 1 and the abutting sections 412 by using fixing pins 42, and fixing the other end of the viscous damper 1 and the abutting sections 412 on the other embedded steel plate 22; finally, the adjusting hand wheel 533 is rotated, the adjusting hand wheel 533 drives the adjusting gear 532 to rotate, the adjusting gear 532 drives the adjusting rack 531 to rotate, the adjusting rack 531 moves to drive the sliding section 52 to move, the sliding section 52 drives the bearing plate 52 to move, and the bearing plate 52 abuts against the viscous damper 1.
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 (10)
1. Damping support node, including viscous damper (1), its characterized in that: the viscous damper is characterized by further comprising an embedded part (2) for connecting the viscous damper (1) with the upper and lower suspension wall (7) and a support assembly (3) for reducing the deflection of the embedded part (2);
the embedded parts (2) arranged on the upper suspension wall (6) and the embedded parts (2) arranged on the lower suspension wall (7) are arranged in a staggered mode;
the embedded part (2) comprises an embedded steel plate (22) and embedded steel bars (21);
one end of each embedded steel bar (21) is fixedly connected with a main steel bar (8) of the wall hanging wall, each embedded steel plate (22) is arranged at the other end of each embedded steel bar (21), one end of each viscous damper (1) is connected with each embedded steel plate (22) of the wall hanging wall (6), and the other end of each viscous damper (1) is connected with each embedded steel plate (22) of the wall hanging wall (7);
the support assemblies (3) are respectively arranged on the embedded steel plates (22) and used for limiting the positions of the embedded parts (2).
2. A shock mount node according to claim 1, wherein: the support assembly (3) comprises a support rod (31) and a support plate (32);
one end of the supporting rod (31) is detachably connected with the embedded steel plate (22), and the supporting rod (31) is of a telescopic structure;
the supporting plate (32) is arranged at the other end of the supporting rod (31), wherein the supporting plate (32) can be fixedly connected with the main rib (8) of the suspended wall.
3. A shock mount node according to claim 2, wherein: the supporting rod (31) comprises a fixed section (311) and a rotating section (312);
one end of the fixing section (311) is arranged on the embedded steel plate (22), and the axial direction of the fixing section (311) is perpendicular to the axial direction of the viscous damper (1);
the rotating section (312) is coaxially and threadedly connected to the other end of the fixed section (311), and the supporting plate (32) is hinged to the other end of the rotating section (312).
4. A shock mount node according to claim 1, wherein: the connecting assembly (4) is used for connecting the viscous damper (1) with the embedded steel plate (22);
the connecting component (4) comprises a connecting plate (41) and a fixing pin (42);
one side of the connecting plate (41) is connected with the embedded steel plate (22);
the fixing pin (42) is arranged on the other side of the connecting plate (41), and the fixing pin (42) penetrates through the viscous damper (1) and the connecting plate (41) and is used for fixing the viscous damper (1) and the connecting plate (41).
5. A shock mount node according to claim 4, wherein: the connecting plate (41) comprises a connecting section (411) and at least one abutting section (412);
the connecting section (411) is connected with the embedded steel plate (22);
the tight section (412) is arranged at the side part of the connecting section (411), wherein the tight section (412) forms an accommodating space for the end part of the viscous damper (1), and the fixing pin (42) penetrates through the tight section (412) and the viscous damper (1) to fix the tight section (412) and the viscous damper (1).
6. A shock mount node according to claim 5, wherein: a groove (4121) is formed at the joint of the connecting section (411) and the abutting section (412);
when the connecting section (411) is abutted against the embedded steel plate (22), the abutting section (412) and the embedded steel plate (22) form a fixed space for containing welding melt.
7. A shock mount node according to claim 1, wherein: the embedded steel bar (21) comprises a bending section (211) and a straight section (212);
one end of the bending section (211) is fixedly connected with a main rib (8) of the cantilever wall;
the straight section (212) is arranged on the other section of the bending section (211), and the embedded steel plate (22) is arranged at one end, far away from the bending section (211), of the straight section (212).
8. A shock mount node according to claim 1, wherein: further comprising a support assembly (5) for carrying the viscous damper (1);
the bearing assembly (5) comprises a bearing rod (51), a bearing plate (52) and an adjusting piece (53);
the bearing rod (51) is of a telescopic structure, and the bearing rod (51) comprises a stable section (511) and a sliding section (52);
the stabilizing section (511) is arranged on one side of the cantilever wall, which is close to each other, and the axial direction of the stabilizing section (511) is perpendicular to the axial direction of the viscous damper (1);
the sliding section (52) is connected to the stabilizing section (511) in a sliding manner through the adjusting piece (53), wherein the moving direction of the sliding section (52) is the same as the axial direction of the stabilizing section (511);
the adjusting member (53) is used for driving the sliding section (52) to move on the stabilizing section (511);
the bearing plate (52) is arranged on the sliding section (52), and the bearing plate (52) can be abutted against the viscous damper (1).
9. The shock mount node according to claim 8, wherein: the adjusting piece (53) comprises an adjusting rack (531), an adjusting gear (532) and an adjusting stabilizing source;
the adjusting rack (531) is arranged on the sliding section (52) and is in sliding connection with the stabilizing section (511), and the length direction of the adjusting rack (531) is the same as the axial direction of the stabilizing section (511);
the adjusting gear (532) is rotatably connected to the stabilizing section (511), and the adjusting gear (532) is meshed with the adjusting rack (531);
the adjusting stabilizing source is arranged on the adjusting rack (531) and used for limiting and fixing the stabilizing section (511) and the sliding section (52).
10. The shock mount node according to claim 8, wherein: the supporting plate (52) is arranged in an arc shape and is matched with the viscous damper (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310232094.4A CN116181140A (en) | 2023-03-10 | 2023-03-10 | Damping support node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310232094.4A CN116181140A (en) | 2023-03-10 | 2023-03-10 | Damping support node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116181140A true CN116181140A (en) | 2023-05-30 |
Family
ID=86448724
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310232094.4A Pending CN116181140A (en) | 2023-03-10 | 2023-03-10 | Damping support node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116181140A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117188647A (en) * | 2023-11-06 | 2023-12-08 | 苏州国融前沿技术有限公司 | Damping device for building engineering structure |
-
2023
- 2023-03-10 CN CN202310232094.4A patent/CN116181140A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117188647A (en) * | 2023-11-06 | 2023-12-08 | 苏州国融前沿技术有限公司 | Damping device for building engineering structure |
| CN117188647B (en) * | 2023-11-06 | 2024-02-27 | 苏州国融前沿技术有限公司 | Damping device for building engineering structure |
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