CN216075754U

CN216075754U - Stress-resistant building curtain wall

Info

Publication number: CN216075754U
Application number: CN202121992440.1U
Authority: CN
Inventors: 于天成; 王晓锋; 曾杰儒; 殷文启; 林声瀚
Original assignee: China Construction Eighth Engineering Division Co Ltd
Current assignee: China Construction Eighth Engineering Division Co Ltd
Priority date: 2021-08-24
Filing date: 2021-08-24
Publication date: 2022-03-18
Anticipated expiration: 2031-08-24

Abstract

The utility model discloses a stress-resistant building curtain wall, which relates to the technical field of curtain walls and comprises a keel and a curtain wall main body, wherein the curtain wall main body is positioned below the keel, a mounting seat penetrates through the bottom of the keel, a dismounting assembly is arranged between the keel and the mounting seat, and a buffering assembly is arranged between the mounting seat and the curtain wall main body. According to the utility model, through the first damping rotating shaft, the second damping rotating shaft, the supporting rod, the torsional spring, the first spring and the second spring, when the front surface of the curtain wall main body is stressed, the first damping rotating shaft moves towards the direction of the mounting seat, so that the two second damping rotating shafts respectively slide on the two supporting frames towards opposite directions, meanwhile, the second damping rotating shaft compresses the first spring, meanwhile, the two ends of the supporting rod respectively rotate on the first damping rotating shaft and the second damping rotating shaft to compress the torsional spring, the stress is absorbed through damping, so that the stress is reduced, when the curtain wall main body is stressed laterally, the curtain wall main body inclines leftwards or rightwards, and the fracture of the curtain wall main body is effectively avoided.

Description

Stress-resistant building curtain wall

Technical Field

The utility model relates to the technical field of curtain walls, in particular to a stress-resistant building curtain wall.

Background

The curtain wall is the outer wall enclosure of the building, is the light wall with decorative effect that modern large-scale and high-rise building commonly used, it is made up of panel and supporting structure system, can have certain displacement ability or self have certain deformability relative to the main structure, do not bear the building outer enclosure structure or decorative structure that the main structure acts on.

Present building curtain fixes only one simultaneously and supports on the outer wall of building usually, lead to when blowing or receive birds collision four angles of curtain owing to there is not the strong point, thereby the easy deformation fracture of four corners atress that leads to the curtain, and present building curtain adopts the bolt to fix the curtain on fossil fragments usually, the bolt exposes and experiences the solarization and rain to drench for a long time in the periphery and leads to the easy oxidation of bolt surface to rust, thereby lead to fixed effect to weaken and make the curtain drop easily, simultaneously at installation and comparatively consuming time power when dismantling, it is comparatively inconvenient to use.

SUMMERY OF THE UTILITY MODEL

Based on the technical problems, the utility model aims to provide the stress-resistant building curtain wall to solve the technical problems of poor supporting effect and inconvenience in quick assembly and disassembly.

In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides an anti-stress's building curtain, includes fossil fragments and curtain main part, the curtain main part is located the below of fossil fragments, the bottom of fossil fragments runs through there is the mount pad, be provided with the dismouting subassembly between fossil fragments and the mount pad, be provided with the buffering subassembly between mount pad and the curtain main part.

Through adopting above-mentioned technical scheme, the buffering subassembly slides to opposite direction respectively on two support frames through two second damping pivots, second damping pivot is with first spring compression simultaneously, the both ends of bracing piece rotate respectively in first damping pivot and second damping pivot with the torsional spring compression simultaneously, thereby absorb pressure through the damping and reduce the power that receives, the dismouting subassembly is through placing the mount pad in fossil fragments, later make the gag lever post fix in the spacing groove with the expansion sleeve compression through filling in the spacing inslot, thereby fix the mount pad on fossil fragments, fill in behind the gag lever post through fixing the buckle make structural seal on fossil fragments, with the speed that slows down gag lever post and expansion sleeve are ageing, the gag lever post is adsorbed on the magnetic path in order to assist fixed gag lever post by magnetic force influence simultaneously.

Further, the buffering subassembly is including connecting in the inside support column of below of mount pad and connecting respectively in two support frames of curtain main part top both sides, two second springs have been cup jointed to the outside of support column, the bottom of support column is connected with the supporting seat through the supporting shoe, the both sides of supporting seat all are connected with first damping pivot, two the inside of support frame all is connected with the guide bar, two first spring, two have all been cup jointed to the outside of guide bar the top of guide bar all is connected with second damping pivot, two be connected with two bracing pieces, two between second damping pivot and the two first damping pivots respectively the torsional spring has all been cup jointed at the both ends of bracing piece.

Through adopting above-mentioned technical scheme, openly move to the mount pad direction when receiving pressure when the curtain main part, make two second damping pivots slide to opposite direction on two support frames respectively, the second damping pivot is with first spring compression simultaneously, and the both ends of bracing piece rotate respectively in first damping pivot and second damping pivot simultaneously and compress the torsional spring, thereby absorb pressure through the damping and reduce the power that receives.

Further, the dismouting subassembly is including connecting respectively in two buckles of fossil fragments both sides and connecting in the inside expansion cover of mount pad, two one side of buckle all is connected with the magnetic path, the spacing groove has been seted up to the inside of expansion cover, the inside of spacing groove is provided with the gag lever post.

Through adopting above-mentioned technical scheme, place the mount pad earlier in fossil fragments when the installation, later make the gag lever post fix in the spacing groove with the expansion sleeve compression through filling in the spacing inslot with the gag lever post to fix the mount pad on fossil fragments, fill in behind the gag lever post and make the structural seal through fixing the buckle on fossil fragments, with the speed that slows down gag lever post and expansion sleeve are ageing, the gag lever post receives magnetic force to influence to adsorb on the magnetic path with supplementary fixed gag lever post simultaneously.

Furthermore, the supporting seat and the supporting block are both connected with the mounting seat in a sliding mode through the supporting columns, one end of the supporting rod is connected with the supporting seat in a rotating mode through a first damping rotating shaft, the other end of the supporting rod is connected with the supporting frame in a rotating mode through a second damping rotating shaft, and the second damping rotating shaft is connected with the supporting frame in a sliding mode through the guide rod.

Further, the expansion sleeve is made of rubber materials, the limiting rod is made of iron materials, the mounting seat is connected with the keel in a detachable mode through the limiting rod, and the limiting rod is connected with the keel in a detachable mode through the buckle.

Through adopting above-mentioned technical scheme, place the mount pad earlier in fossil fragments when the installation, later through filling in the spacing inslot with the gag lever post with expansion sleeve compression messenger gag lever post fix in the spacing groove to fix the mount pad on fossil fragments.

In summary, the utility model mainly has the following beneficial effects:

1. the utility model moves towards the direction of the mounting seat when the front surface of the curtain wall main body is stressed through the first damping rotating shaft, the second damping rotating shafts, the supporting rods, the torsional springs, the first springs and the second springs, so that the two second damping rotating shafts respectively slide on the two supporting frames in opposite directions, the second damping rotating shafts compress the first springs, the two ends of the supporting rods respectively rotate on the first damping rotating shafts and the second damping rotating shafts to compress the torsional springs, the pressure is absorbed through damping to reduce the stress, then the curtain wall main body is driven to reset through the torsional springs and the first springs, the curtain wall main body inclines leftwards or rightwards when the curtain wall main body is stressed in lateral direction, the two ends of the supporting rods respectively rotate on the first damping rotating shafts and the second damping rotating shafts to compress the torsional springs, the pressure is absorbed through damping to reduce the stress, and then the curtain wall main body is driven to reset through the torsional springs, when the curtain wall main body is subjected to vertical pressure, the supporting block slides on the supporting column to compress the second spring so as to unload the pressure, and then the supporting block is driven by the second spring to reset so as to reset the curtain wall main body, so that the pressure in different directions can be buffered conveniently, the stress is reduced, and the fracture of the curtain wall main body is effectively avoided;

2. according to the utility model, through the limiting rod, the buckle, the expansion sleeve and the magnetic block, the mounting seat is firstly placed in the keel during mounting, then the limiting rod is plugged into the limiting groove to compress the expansion sleeve so as to fix the limiting rod in the limiting groove, thus the mounting seat is fixed on the keel, after the limiting rod is plugged in, the buckle is fixed on the keel so as to seal the structure, so that the aging speed of the limiting rod and the expansion sleeve is reduced, meanwhile, the limiting rod is adsorbed on the magnetic block under the influence of magnetic force so as to assist in fixing the limiting rod, and the mounting seat and the keel can be separated only by taking down the buckle and the limiting rod during dismounting, so that the mounting and dismounting are convenient.

Drawings

FIG. 1 is a schematic top view of the present invention;

FIG. 2 is a schematic view of the support block configuration of the present invention;

FIG. 3 is a schematic side sectional view of the mount of the present invention;

fig. 4 is an enlarged view of the structure at a in fig. 1 according to the present invention.

In the figure: 1. a keel; 2. a curtain wall main body; 3. a mounting seat; 4. a buffer assembly; 401. a supporting seat; 402. a support block; 403. a first damping rotating shaft; 404. a second damping rotating shaft; 405. a support bar; 406. a torsion spring; 407. a guide bar; 408. a first spring; 409. a support frame; 410. a support pillar; 411. a second spring; 5. disassembling and assembling the components; 501. a limiting rod; 502. buckling; 503. an expansion sleeve; 504. a limiting groove; 505. a magnetic block.

Detailed Description

The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.

The following describes an embodiment of the present invention based on its overall structure.

The utility model provides an anti-stress's building curtain, as shown in fig. 1, 3 and 4, including fossil fragments 1 and curtain main part 2, curtain main part 2 is located fossil fragments 1's below, fossil fragments 1's bottom is run through there is mount pad 3, be provided with dismouting subassembly 5 between fossil fragments 1 and the mount pad 3, the convenient dismouting is carried out curtain main part 2 fast, be provided with buffering subassembly 4 between mount pad 3 and the curtain main part 2, reduce the production of stress, mount pad 3 is dismantled with fossil fragments 1 through gag lever post 501 and is connected, and gag lever post 501 is dismantled with fossil fragments 1 through buckle 502 and is connected, the convenient dismouting is carried out curtain main part 2 fast.

Referring to fig. 1-3, the buffer assembly 4 includes a support column 410 connected to the lower portion inside the installation base 3 and two support frames 409 respectively connected to two sides of the top of the curtain wall body 2, two second springs 411 are sleeved outside the support column 410, the bottom of the support column 410 is connected to the support base 401 through the support block 402, two sides of the support base 401 are connected to the first damping rotating shaft 403, guide rods 407 are connected inside the two support frames 409, first springs 408 are sleeved outside the two guide rods 407, the top of the two guide rods 407 is connected to the second damping rotating shaft 404, two support rods 405 are respectively connected between the two second damping rotating shafts 404 and the two first damping rotating shafts 403, two ends of the two support rods 405 are sleeved with torsion springs 406, the support base 401 and the support block 402 are slidably connected to the installation base 3 through the support column 410, and one end of the support rod 405 is rotatably connected to the support base 401 through the first damping rotating shaft 403, the other end of the support rod 405 is rotatably connected with the support frame 409 through a second damping rotating shaft 404, and the second damping rotating shaft 404 is slidably connected with the support frame 409 through a guide rod 407, so that the generation of stress is reduced.

Referring to fig. 1, 3 and 4, dismouting subassembly 5 is including connecting respectively in two buckles 502 of fossil fragments 1 both sides and connecting in the inside expansion sleeve 503 of mount pad 3, one side of two buckles 502 all is connected with magnetic path 505, spacing groove 504 has been seted up to expansion sleeve 503's inside, the inside of spacing groove 504 is provided with gag lever post 501, expansion sleeve 503 adopts the rubber materials preparation to form, and gag lever post 501 adopts the iron system material preparation to form, and the convenience is fast carries out the dismouting to curtain main part 2.

The implementation principle of the embodiment is as follows: firstly, when in installation, a worker firstly places the installation seat 3 in the keel 1, then the worker plugs the limiting rod 501 into the limiting groove 504 to compress the expansion sleeve 503 so as to fix the limiting rod 501 in the limiting groove 504, thereby fixing the installation seat 3 on the keel 1, after plugging the limiting rod 501, the worker fixes the buckle 502 on the keel 1 so as to seal the structure, so as to slow down the aging speed of the limiting rod 501 and the expansion sleeve 503, meanwhile, the limiting rod 501 is adsorbed on the magnetic block 505 under the influence of magnetic force so as to assist in fixing the limiting rod 501, when the front surface of the curtain wall main body 2 is pressed, the worker moves towards the installation seat 3 so as to enable the two second damping rotating shafts 404 to respectively slide on the two supporting frames 409 in opposite directions, meanwhile, the second damping rotating shafts 404 compress the first springs 408, meanwhile, two ends of the supporting rod 405 respectively rotate on the first damping rotating shafts 403 and the second damping rotating shafts 404 to compress the torsion springs 406, the force to which the curtain wall body 2 is subjected is reduced by absorbing the pressure through damping, after which the curtain wall body 2 is driven to return by the torsion spring 406 and the first spring 408, when the curtain wall main body 2 is pressed laterally, the support rod 405 is tilted leftwards or rightwards, so that the two ends of the support rod 405 rotate on the first damping rotating shaft 403 and the second damping rotating shaft 404 respectively to compress the torsion spring 406, the pressure is absorbed by damping, thus reducing the force received, and then the curtain wall body 2 is driven to reset by the torsion spring 406, when the curtain wall body 2 is subjected to vertical pressure, the supporting block 402 slides on the supporting column 410 to compress the second spring 411 so as to relieve the pressure, and then the supporting block 402 is driven by the second spring 411 to reset the curtain wall body 2, so that the pressure in different directions can be buffered conveniently to reduce the stress, when the curtain wall main body 2 is disassembled, a worker only needs to take down the buckle 502 and the limiting rod 501 to separate the mounting seat 3 from the keel 1.

Although embodiments of the present invention have been shown and described, the present embodiments are merely illustrative of the present invention and are not intended to limit the present invention, and the described specific features, structures, materials or characteristics may be combined in any suitable manner in any one or more embodiments or examples, and those skilled in the art can make modifications, substitutions, variations, etc. of the embodiments as required without departing from the principle and spirit of the present invention, but within the scope of the claims of the present invention.

Claims

1. The utility model provides an anti-stress's building curtain wall, includes fossil fragments (1) and curtain main part (2), its characterized in that: curtain main part (2) are located the below of fossil fragments (1), the bottom of fossil fragments (1) is run through and is had mount pad (3), be provided with dismouting subassembly (5) between fossil fragments (1) and mount pad (3), be provided with between mount pad (3) and curtain main part (2) buffering subassembly (4).

2. A stress-resistant building curtain wall as claimed in claim 1, wherein: the buffer component (4) comprises a support column (410) connected to the lower part inside the mounting seat (3) and two support frames (409) respectively connected to the two sides of the top of the curtain wall main body (2), two second springs (411) are sleeved outside the supporting column (410), the bottom of the supporting column (410) is connected with a supporting seat (401) through a supporting block (402), the both sides of supporting seat (401) all are connected with first damping pivot (403), two the inside of support frame (409) all is connected with guide bar (407), two first spring (408) have all been cup jointed to the outside of guide bar (407), two the top of guide bar (407) all is connected with second damping pivot (404), two be connected with two bracing pieces (405), two between second damping pivot (404) and two first damping pivot (403) respectively torsion spring (406) have all been cup jointed at the both ends of bracing piece (405).

3. A stress-resistant building curtain wall as claimed in claim 1, wherein: dismouting subassembly (5) are including connecting respectively in two buckles (502) of fossil fragments (1) both sides and connecting in expansion cover (503) of mount pad (3) inside, two one side of buckle (502) all is connected with magnetic path (505), spacing groove (504) have been seted up to the inside of expansion cover (503), the inside of spacing groove (504) is provided with gag lever post (501).

4. A stress-resistant building curtain wall as claimed in claim 2, wherein: supporting seat (401) and supporting shoe (402) are all through support column (410) and mount pad (3) sliding connection, just the one end of bracing piece (405) is connected with supporting seat (401) through first damping pivot (403) rotation, the other end of bracing piece (405) is connected with support frame (409) through second damping pivot (404) rotation, just second damping pivot (404) are through guide bar (407) and support frame (409) sliding connection.

5. A stress-resistant building curtain wall as claimed in claim 3, wherein: inflation cover (503) adopt the rubber materials preparation to form, just gag lever post (501) adopt the iron-made materials preparation to form, mount pad (3) are dismantled with fossil fragments (1) through gag lever post (501) and are connected, just gag lever post (501) are dismantled with fossil fragments (1) through buckle (502) and are connected.