CN214615613U - Damping device for high-rise structure coupling beam construction - Google Patents

Damping device for high-rise structure coupling beam construction Download PDF

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Publication number
CN214615613U
CN214615613U CN202120384176.7U CN202120384176U CN214615613U CN 214615613 U CN214615613 U CN 214615613U CN 202120384176 U CN202120384176 U CN 202120384176U CN 214615613 U CN214615613 U CN 214615613U
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CN
China
Prior art keywords
fixedly connected
rectangular
sides
damping device
wall
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Expired - Fee Related
Application number
CN202120384176.7U
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Chinese (zh)
Inventor
梁钊玮
徐茂帮
邱秋华
孔德辅
苏维伟
覃祥涛
魏东
范峻玮
谭世弘
马振成
张醒言
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Guangxi Construction First Construction Engineering Group Co ltd
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Guangxi Construction First Construction Engineering Group Co ltd
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Priority to CN202120384176.7U priority Critical patent/CN214615613U/en
Application granted granted Critical
Publication of CN214615613U publication Critical patent/CN214615613U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a damping device that high-rise structure even roof beam construction was used, including setting up the damping device body in even roof beam below, the damping device body include with even roof beam bottom movable contact's backup pad, the equal fixedly connected with bottom in bottom both sides of backup pad is the rectangle box that the opening set up, and rectangle box open-ended below is equipped with the bracing piece, and the bottom fixedly connected with supporting seat of bracing piece, the top of bracing piece extend to in the rectangle box opening that corresponds, the top fixedly connected with fixed plate of bracing piece, the equal fixedly connected with fixed block in both sides of fixed plate, all set up the first groove that the bottom set up for the opening on the both sides inner wall of rectangle box, one side that the fixed plate that corresponds was kept away from to the fixed block extends to first inslot, the first locating lever of top fixedly connected with of fixed block. The utility model relates to a rationally, the multistage vibrations impact force that receives when supporting even roof beam of alleviating of being convenient for reduces and greatly causes even cracked risk of roof beam because of hard vibrations power, satisfies the user demand, is favorable to the use.

Description

Damping device for high-rise structure coupling beam construction
Technical Field
The utility model relates to a link roof beam construction shock attenuation equipment technical field, especially relate to a damping device that high-rise structure links roof beam construction usefulness.
Background
The connecting beam is a beam which is connected with wall limbs and wall limb planes in the shear wall structure and the frame shear wall structure, is mostly formed by pouring concrete and a plurality of reinforcing steel bars, and is supported by a supporting seat during pouring in the construction process, and the supporting seat can be detached after the concrete is solidified; the existing supporting seat mostly does not have a damping function when supporting a connecting beam, mechanical equipment is more at a construction site, the mechanical equipment can generate vibration waves when operating, the vibration waves are transmitted along the supporting seat to a high place, particularly to the connecting beam which is not completely solidified, the influence of rigid co-vibration impact energy which is transmitted continuously is received, the condition of fracture is easily caused by large long-time vibration force, the potential safety hazard is further caused, the use requirement cannot be met, and therefore the damping device for the connecting beam construction of the high-rise structure is provided for solving the problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a damping device for the construction of a connecting beam of a high-rise structure.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a damping device for construction of a connecting beam of a high-rise structure comprises a damping device body arranged below the connecting beam, wherein the damping device body comprises a supporting plate which is in movable contact with the bottom of the connecting beam, two sides of the bottom of the supporting plate are fixedly connected with rectangular boxes with the bottoms arranged as openings, supporting rods are arranged below the openings of the rectangular boxes, the bottom ends of the supporting rods are fixedly connected with supporting seats, the top ends of the supporting rods extend into the corresponding openings of the rectangular boxes, the top parts of the supporting rods are fixedly connected with fixing plates, two sides of the fixing plates are fixedly connected with fixing blocks, first grooves with the bottoms arranged as the openings are formed in the inner walls of the two sides of each rectangular box, one sides of the fixing blocks, far away from the corresponding fixing plates, extend into the first grooves, the top parts of the fixing blocks are fixedly connected with first positioning rods, the rectangular boxes are sleeved on the corresponding two first positioning rods in a sliding manner, and movable plates are sleeved in the rectangular boxes, a plurality of first buffer springs are fixedly connected between the bottom of the movable plate and the top of the corresponding fixed plate, two side walls of the movable plate are provided with positioning sleeves, two second positioning rods are fixedly connected to the inner wall of the top of the rectangular box, the positioning sleeves are slidably sleeved on the corresponding second positioning rods, an arc-shaped elastic steel plate is fixedly connected to the inner wall of the top of the rectangular box, two second grooves are formed in the top of the movable plate, third positioning rods are fixedly connected to the inner walls of the two sides of each second groove, rectangular blocks are slidably sleeved on the third positioning rods, the two sides of the bottom of the arc-shaped elastic steel plate are respectively hinged to the tops of the corresponding rectangular blocks, a second buffer spring is fixedly connected between one side, far away from each other, of the two rectangular blocks on the same movable plate and one side, far away from the arc-shaped elastic steel plate, and is movably sleeved on the corresponding third positioning rods.
Preferably, a rectangular groove is formed in the inner wall of the top of the first groove, and the inner wall of the rectangular groove is in sliding connection with the outer side of the corresponding first positioning rod.
Preferably, one side of the rectangular block is provided with a through rectangular hole, and the inner wall of the rectangular hole is in sliding connection with the outer side of the corresponding third positioning rod.
Preferably, mounting holes are formed in two sides of the top of the moving plate, and the inner walls of the mounting holes are fixedly connected with the outer sides of the corresponding positioning sleeves.
Preferably, the front side and the rear side of the fixing block are respectively connected with the front side inner wall and the rear side inner wall of the corresponding first groove in a sliding manner.
Compared with the prior art, the beneficial effects of the utility model are that:
by matching the connecting beam, the supporting plate, the rectangular boxes, the supporting rod, the fixed plate, the first groove, the fixed block, the first positioning rod, the second buffer spring, the movable plate, the first buffer spring, the positioning sleeve, the second positioning rod, the arc-shaped elastic steel plate, the second groove and the third positioning rod with the rectangular blocks, when the connecting beam is driven to extrude the supporting plate downwards when the connecting beam is subjected to vibration force, the supporting plate drives the two rectangular boxes to slide downwards on the two corresponding first positioning rods and the fixed block respectively, the rectangular boxes drive the corresponding arc-shaped elastic steel plate to move downwards, the arc-shaped elastic steel plate drives the movable plate to compress the first buffer spring downwards through the corresponding rectangular blocks and the third positioning rods, the rectangular boxes continue to move downwards and extrude the corresponding arc-shaped elastic steel plate to generate deformation, the deformed arc-shaped elastic steel plate drives the two corresponding rectangular blocks to move in the direction away from each other on the third positioning rods and compress the second buffer spring, under the elastic force effect of the first buffer spring, the arc-shaped elastic steel plate and the second buffer spring, the multistage damping vibration impact force borne by the coupling beam during supporting is achieved.
The utility model relates to a rationally, the multistage vibrations impact force that receives when supporting even roof beam of alleviating of being convenient for reduces and greatly causes even cracked risk of roof beam because of hard vibrations power, satisfies the user demand, is favorable to the use.
Drawings
Fig. 1 is a schematic sectional view of a damping device for connecting beam construction of a high-rise structure according to the present invention;
fig. 2 is an enlarged schematic view of a portion a in fig. 1.
In the figure: 100 link roof beam, 1 backup pad, 2 rectangular box, 3 bracing pieces, 4 fixed plates, 5 first grooves, 6 fixed blocks, 7 first locating levers, 8 second buffer spring, 9 movable plates, 10 first buffer spring, 11 location sleeve pipes, 12 second locating levers, 13 arc elastic steel plate, 14 second grooves, 15 third locating levers, 16 rectangular blocks.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-2, a damping device for construction of a connecting beam of a high-rise structure comprises a damping device body arranged below the connecting beam 100, the damping device body comprises a supporting plate 1 in movable contact with the bottom of the connecting beam 100, two sides of the bottom of the supporting plate 1 are fixedly connected with rectangular boxes 2 with openings at the bottoms, a supporting rod 3 is arranged below the rectangular boxes 2, the bottom of the supporting rod 3 is fixedly connected with a supporting seat, the top ends of the supporting rods 3 extend into the corresponding rectangular boxes 2, the top of the supporting rod 3 is fixedly connected with a fixing plate 4, two sides of the fixing plate 4 are fixedly connected with fixing blocks 6, first grooves 5 with openings at the bottoms are formed in the inner walls of the two sides of each rectangular box 2, one side of each fixing block 6, far away from the corresponding fixing plate 4, extends into the first grooves 5, the top of each fixing block 6 is fixedly connected with a first positioning rod 7, the rectangular boxes 2 are slidably sleeved on the corresponding two first positioning rods 7, a movable plate 9 is slidably sleeved in the rectangular box 2, a plurality of first buffer springs 10 are fixedly connected between the bottom of the movable plate 9 and the top of the corresponding fixed plate 4, two side walls of the movable plate 9 are provided with positioning sleeves 11, two second positioning rods 12 are fixedly connected on the inner wall of the top of the rectangular box 2, the positioning sleeves 11 are slidably sleeved on the corresponding second positioning rods 12, the inner wall of the top of the rectangular box 2 is fixedly connected with an arc-shaped elastic steel plate 13, two second grooves 14 are formed in the top of the movable plate 9, third positioning rods 15 are fixedly connected between the inner walls of the two sides of the second grooves 14, rectangular blocks 16 are slidably sleeved on the third positioning rods 15, two sides of the bottom of the arc-shaped elastic steel plate 13 are respectively hinged with the tops of the corresponding rectangular blocks 16, and second buffer springs 8 are fixedly connected between the mutually far sides of the two rectangular blocks 16 on the same movable plate 9 and the far sides of the corresponding second grooves 14 from the arc-shaped elastic steel plate 13, second buffer spring 8 movable sleeve is established on corresponding third locating lever 15, the utility model relates to a rationally, the multistage vibrations impact force that receives when being convenient for to even roof beam 100 supports of alleviating reduces and links the cracked risk of roof beam 100 because of the rigid vibrations power is great to cause, satisfies the user demand, is favorable to the use.
The utility model discloses in, seted up the rectangular channel on the top inner wall of first groove 5, the inner wall of rectangular channel and the outside sliding connection of the first locating lever 7 that corresponds, the rectangular hole that link up is seted up to one side of rectangular block 16, the inner wall of rectangular hole and the outside sliding connection of the third locating lever 15 that corresponds, the mounting hole has all been seted up to the top both sides of movable plate 9, the inner wall of mounting hole and the outside fixed connection of the position sleeve pipe 11 that corresponds, the front side and the rear side of fixed block 6 respectively with the front side inner wall and the rear side inner wall sliding connection of the first groove 5 that corresponds. The utility model relates to a rationally, the multistage vibrations impact force that receives when being convenient for to even roof beam 100 supports of alleviating reduces because of the great cracked risk of even roof beam 100 that causes of hard vibrations power, satisfies the user demand, is favorable to the use.
The working principle is as follows: when the device is used, when a vibration force is applied, the vibration force drives the connecting beam 100 to downwards extrude the support plate 1, under the extrusion force, the support plate 1 downwards moves, the support plate 1 drives the two rectangular boxes 2 to downwards move, the rectangular boxes 2 downwards slide on the corresponding two first positioning rods 7 and the corresponding fixed blocks 6, the rectangular boxes 2 drive the corresponding arc-shaped elastic steel plates 13 to downwards move, the arc-shaped elastic steel plates 13 sequentially pass through the corresponding rectangular blocks 16 and the third positioning rods 15 to drive the movable plate 9 to downwards move, the movable plate 9 downwards compresses the first buffer springs 10, at the moment, the rectangular boxes 2 continuously downwards move and extrude the corresponding arc-shaped elastic steel plates 13, under the extrusion force, the arc-shaped elastic steel plates 13 deform, the deformed arc-shaped elastic steel plates 13 drive the corresponding two rectangular blocks 16 to move in the direction away from each other on the third positioning rods 15, the rectangle piece 16 compresses corresponding second buffer spring 8 when removing, and rectangle box 2 drives two second locating levers 12 that correspond simultaneously and slides downwards in position sleeve 11 respectively, under first buffer spring 10, arc elastic steel board 13 and second buffer spring 8's elastic force effect, the multistage vibrations impact force that receives when being convenient for alleviate even roof beam 100 and supporting, reduces because of the great cracked risk of even roof beam 100 that causes of hard vibrations power.
In the description of the present application, it should be further noted that, unless otherwise explicitly stated or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may include, for example, a fixed connection, a detachable connection, an integral connection, a mechanical connection, an electrical connection, a direct connection, a connection through an intermediate medium, and a connection between two elements. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art according to specific circumstances.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (5)

1. The utility model provides a damping device that high-rise structure even roof beam construction was used, is including setting up the damping device body in even roof beam (100) below, the damping device body include with even roof beam (100) bottom movable contact's backup pad (1), its characterized in that: the bottom two sides of the supporting plate (1) are fixedly connected with rectangular boxes (2) with the bottoms arranged for openings, the lower portions of the openings of the rectangular boxes (2) are provided with supporting rods (3), the bottom ends of the supporting rods (3) are fixedly connected with supporting seats, the top ends of the supporting rods (3) extend into the openings of the corresponding rectangular boxes (2), the top portions of the supporting rods (3) are fixedly connected with fixing plates (4), the two sides of each fixing plate (4) are fixedly connected with fixing blocks (6), the inner walls of the two sides of each rectangular box (2) are respectively provided with a first groove (5) with the bottom arranged for an opening, one side, far away from the corresponding fixing plate (4), of each fixing block (6) extends into the corresponding first groove (5), the top portions of the fixing blocks (6) are fixedly connected with first positioning rods (7), the rectangular boxes (2) are sleeved with the corresponding first positioning rods (7) in a sliding mode, and movable plates (9) slide in the rectangular boxes (2), fixedly connected with a plurality of first buffer springs (10) between the bottom of movable plate (9) and the top of fixed plate (4), the both sides wall of movable plate (9) is provided with position sleeve (11), two second locating levers (12) of fixedly connected with on the top inner wall of rectangle box (2), position sleeve (11) slip cap is established on corresponding second locating lever (12), fixedly connected with arc elastic steel board (13) on the top inner wall of rectangle box (2), two second groove (14) have been seted up at the top of movable plate (9), fixedly connected with third locating lever (15) between the both sides inner wall of second groove (14), slip cap is equipped with rectangular block (16) on third locating lever (15), the bottom both sides of arc elastic steel board (13) are articulated mutually with the top of corresponding movable plate (16) respectively, the arc elastic steel board (16) are kept away from respectively with corresponding second groove (14) to the one side that two rectangular block (16) that lie in on same one and the same (9) kept away from each other (13) A second buffer spring (8) is fixedly connected between one sides of the positioning rods, and the second buffer spring (8) is movably sleeved on the corresponding third positioning rod (15).
2. The damping device for the construction of the coupling beam of the high-rise structure according to claim 1, wherein: a rectangular groove is formed in the inner wall of the top of the first groove (5), and the inner wall of the rectangular groove is connected with the outer side of the corresponding first positioning rod (7) in a sliding mode.
3. The damping device for the construction of the coupling beam of the high-rise structure according to claim 1, wherein: one side of the rectangular block (16) is provided with a through rectangular hole, and the inner wall of the rectangular hole is in sliding connection with the outer side of the corresponding third positioning rod (15).
4. The damping device for the construction of the coupling beam of the high-rise structure according to claim 1, wherein: mounting holes are formed in two sides of the top of the moving plate (9), and the inner walls of the mounting holes are fixedly connected with the outer sides of the corresponding positioning sleeves (11).
5. The damping device for the construction of the coupling beam of the high-rise structure according to claim 1, wherein: the front side and the rear side of the fixing block (6) are respectively in sliding connection with the front side inner wall and the rear side inner wall of the corresponding first groove (5).
CN202120384176.7U 2021-02-21 2021-02-21 Damping device for high-rise structure coupling beam construction Expired - Fee Related CN214615613U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120384176.7U CN214615613U (en) 2021-02-21 2021-02-21 Damping device for high-rise structure coupling beam construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120384176.7U CN214615613U (en) 2021-02-21 2021-02-21 Damping device for high-rise structure coupling beam construction

Publications (1)

Publication Number Publication Date
CN214615613U true CN214615613U (en) 2021-11-05

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120384176.7U Expired - Fee Related CN214615613U (en) 2021-02-21 2021-02-21 Damping device for high-rise structure coupling beam construction

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114837428A (en) * 2022-03-25 2022-08-02 长江精工钢结构(集团)股份有限公司 Steel structure industrial building modular installation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114837428A (en) * 2022-03-25 2022-08-02 长江精工钢结构(集团)股份有限公司 Steel structure industrial building modular installation method

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20211105

CF01 Termination of patent right due to non-payment of annual fee