CN212867068U - High-rise building high-altitude corridor damping support - Google Patents
High-rise building high-altitude corridor damping support Download PDFInfo
- Publication number
- CN212867068U CN212867068U CN202020820122.6U CN202020820122U CN212867068U CN 212867068 U CN212867068 U CN 212867068U CN 202020820122 U CN202020820122 U CN 202020820122U CN 212867068 U CN212867068 U CN 212867068U
- Authority
- CN
- China
- Prior art keywords
- supporting seat
- corridor
- damping
- rise building
- supporting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a high-rise building high altitude vestibule damping support, including vestibule board and bracing piece, the lower extreme of vestibule board is provided with the supporting seat, and the left and right sides of supporting seat all is fixed with positioning bolt, the bracing piece sets up in the lower extreme of supporting seat, and the outside of bracing piece is provided with titanium alloy board, the lower extreme of titanium alloy board is provided with the location lug, and the outside of location lug is provided with spacing spout, the outside of spacing spout is provided with the rubber shock pad, and the outside of rubber shock pad is provided with the ripple inoxidizing coating, the lower extreme of supporting seat is fixed with spacing lug, and the downside of spacing lug is provided with the support base. The rubber shock pad can be protected through the corrugated protection layer that sets up, and in the dust got into the rubber shock pad when avoiding using, and influence the normal use of device, can the person of facilitating the use fix the supporting seat through the spacing lug that sets up to the positioning bolt who sets up can further fix the supporting seat.
Description
Technical Field
The utility model relates to a vestibule support technical field specifically is high-rise building high altitude vestibule damping support.
Background
The corridor is originally a form of ancient Chinese construction, namely a connecting structure between buildings, and is provided with a roof and no enclosure structure. The corridor is arranged on the one hand, and can facilitate the connection between the two towers due to the requirement on the building function. Meanwhile, the integrated body has good lighting effect and wide visual field, and can be used as a sightseeing corridor or a leisure coffee hall and the like.
Shock attenuation mode is comparatively single in the high altitude vestibule damping support in the market use for the practicality of device reduces, and the support is fixed inconvenient, and the staff installation is very inconvenient, thereby reduces its work efficiency, if rust or cracked problem can appear in the support when using for a long time moreover, for this reason, we provide a high-rise building high altitude vestibule damping support.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide high-rise building high altitude vestibule damping support to shock attenuation mode is comparatively single in the market high altitude vestibule damping support use that proposes in solving above-mentioned background art, makes the practicality of device reduce, and the support is fixed inconvenient, and the staff installation is very inconvenient, thereby reduces its work efficiency, if rust stain or cracked problem can appear in the support during long time use moreover.
In order to achieve the above object, the utility model provides a following technical scheme: the high-altitude corridor damping support for the high-rise building comprises a corridor plate and a supporting rod, wherein the lower end of the corridor plate is provided with a supporting seat, and the left and right sides of the supporting seat are fixed with positioning bolts, the supporting rod is arranged at the lower end of the supporting seat, and the outer side of the supporting rod is provided with a titanium alloy plate, the lower end of the titanium alloy plate is provided with a positioning lug, and the outer side of the positioning lug is provided with a limiting sliding chute, the outer side of the limiting sliding chute is provided with a rubber shock pad, and the outer side of the rubber shock pad is provided with a corrugated protective layer, the lower end of the supporting seat is fixed with a limiting lug, and the lower side of the limit lug is provided with a support base, the outer side of the corridor plate is provided with a damping spring, a hydraulic cylinder is arranged in the damping spring, a side baffle plate is arranged on the left side of the lower end of the damping spring, the surface of supporting seat is provided with the anticorrosive coating, and the inside of supporting seat is provided with anchor strut one.
Preferably, an I-shaped structure is formed between the supporting seat and the supporting rod, the titanium alloy plates are uniformly distributed along the outer surface of the supporting rod, and a telescopic structure is formed between the positioning lug and the limiting sliding groove.
Preferably, the connection mode between the limiting sliding groove and the rubber shock pad is fixed connection, and a sealing structure is formed between the supporting seat and the corrugated protective layer.
Preferably, the supporting seat is in sliding connection with the supporting base through the limiting convex block, and the positioning bolts are symmetrical about a vertical center line of the supporting seat.
Preferably, the vestibule plate passes through the damping spring and constitutes elastic construction between pneumatic cylinder and the side shield, and the damping spring is symmetrical about the vertical central line of vestibule plate.
Preferably, the supporting seat is fixedly connected with the anticorrosive coating, a reinforcing rod II is arranged on the inner side of the reinforcing rod I, and the reinforcing rod II and the reinforcing rod I are spliced to form a triangular structure.
Compared with the prior art, the beneficial effects of the utility model are that:
the high-rise building high-altitude corridor damping support can only make a corridor plate go through the arranged supporting rod, and the arranged positioning lug and the limiting chute are matched with the rubber damping pad, so that the damping can be carried out, and the problem that the practicability of the device is reduced due to the inconvenience in damping in use is avoided;
the rubber shock pad can be protected by the arranged corrugated protective layer, dust is prevented from entering the rubber shock pad when the rubber shock pad is used, so that the normal use of the device is influenced, a user can conveniently fix the supporting seat by the arranged limiting lug, and the supporting seat can be further fixed by the arranged positioning bolt;
damping spring and the pneumatic cylinder through setting up can be once more to the vestibule board shock attenuation, rocks about the vestibule board and influences its stability when avoiding using to damping spring is provided with the multiunit, can make the practicality of device increase, mutually supports with anchor strut two through the anchor strut one that sets up, can increase the stability of supporting seat, and the supporting seat receives the corruption and influences its life when avoiding using.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a partial enlarged structure at A in FIG. 1 according to the present invention;
fig. 3 is the internal structure diagram of the support seat of the present invention.
In the figure: 1. a corridor board; 2. a supporting seat; 3. positioning the bolt; 4. a support bar; 5. a titanium alloy plate; 6. positioning the bump; 7. a limiting chute; 8. a rubber shock pad; 9. a corrugated protective layer; 10. a limiting bump; 11. a support base; 12. a damping spring; 13. a hydraulic cylinder; 14. side baffles; 15. an anticorrosive layer; 16. a first reinforcing rod; 17. and a second reinforcing rod.
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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a high-altitude corridor damping support for a high-rise building comprises a corridor plate 1, a supporting seat 2, a positioning bolt 3, a supporting rod 4, a titanium alloy plate 5, a positioning lug 6, a limiting sliding groove 7, a rubber damping pad 8, a corrugated protective layer 9, a limiting lug 10, a supporting base 11, a damping spring 12, a hydraulic cylinder 13, a side baffle 14, an anticorrosive layer 15, a first reinforcing rod 16 and a second reinforcing rod 17, wherein the supporting seat 2 is arranged at the lower end of the corridor plate 1, the positioning bolt 3 is fixed on the left side and the right side of the supporting seat 2, the supporting rod 4 is arranged at the lower end of the supporting seat 2, the titanium alloy plate 5 is arranged on the outer side of the supporting rod 4, the positioning lug 6 is arranged at the lower end of the titanium alloy plate 5, the limiting sliding groove 7 is arranged on the outer side of the positioning lug 6, an I-shaped structure is formed between the supporting seat 2 and the supporting rod 4, the titanium alloy, only once the corridor board 1 can be processed through the arranged support rod 4, and the arranged positioning lug 6 and the limiting sliding groove 7 are matched with the rubber shock pad 8, so that shock absorption can be performed, and the situation that the practicability of the device is reduced due to the fact that the shock absorption is inconvenient in use is avoided;
the outer side of the limiting chute 7 is provided with a rubber shock pad 8, the outer side of the rubber shock pad 8 is provided with a corrugated protection layer 9, the limiting chute 7 is fixedly connected with the rubber shock pad 8, and a sealing structure is formed between the supporting seat 2 and the corrugated protection layer 9, the rubber shock pad 8 can be protected by the corrugated protection layer 9, dust is prevented from entering the rubber shock pad 8 when in use, the lower end of the supporting seat 2 is fixed with a limit lug 10, the lower side of the limit lug 10 is provided with a supporting base 11, the supporting seat 2 forms a sliding connection with the supporting base 11 through the limit lug 10, and the positioning bolts 3 are symmetrical about the vertical central line of the supporting seat 2, the supporting seat 2 can be conveniently fixed by a user through the arranged limiting lug 10, and the supporting seat 2 can be further fixed by the arranged positioning bolt 3;
damping springs 12 are arranged on the outer side of the corridor plate 1, hydraulic cylinders 13 are arranged inside the damping springs 12, the corridor plate 1 forms an elastic structure through the damping springs 12 and the hydraulic cylinders 13 and side baffles 14, the damping springs 12 are symmetrical about the vertical center line of the corridor plate 1, the corridor plate 1 can be damped again through the damping springs 12 and the hydraulic cylinders 13, the situation that the corridor plate 1 shakes left and right during use to influence the stability of the corridor plate is avoided, and the damping springs 12 are provided with multiple groups, so that the practicability of the device is improved,
damping spring 12's lower extreme left side is provided with side shield 14, the surface of supporting seat 2 is provided with anticorrosive coating 15, and the inside of supporting seat 2 is provided with anchor strut 16, the connected mode between supporting seat 2 and the anticorrosive coating 15 is fixed connection, and the inboard of anchor strut 16 is provided with anchor strut two 17, and anchor strut two 17 splices into the triangle-shaped structure with anchor strut 16, anchor strut 16 through setting up mutually supports with anchor strut two 17, can increase the stability of supporting seat 2, supporting seat 2 receives the corruption and influences its life when avoiding using.
The working principle is as follows: for the high-altitude corridor damping support, before the high-altitude corridor damping support is used, a user firstly needs to know that the supporting seat 2 is fixedly connected with the side baffle 14 and is made of the same material, the stability of the supporting seat 2 and the side baffle 14 can be improved through the mutual matching of the first reinforcing rod 16 and the second reinforcing rod 17, the service life of the supporting seat 2 and the side baffle 14 can be prolonged through the arranged anticorrosive layer 15, the supporting rod 4 is arranged in the center of the inner part of the supporting seat 2 and can support the corridor board 1, then the positioning lug 6 at the lower end of the titanium alloy board 5 is mutually matched with the limiting sliding chute 7 and can limit the titanium alloy board 5 to avoid deviation in use, the rubber damping pad 8 arranged outside the limiting sliding chute 7 can damp the corridor board 1, the arranged corrugated protective layer 9 can prevent dust from entering the supporting seat 2, and when the high-altitude corridor damping support is used, the user firstly slides the supporting seat 2 into the supporting base 11 through, fix supporting seat 2 and support base 11 through positioning bolt 3 again, support base 11 and the skew appears when can avoiding using, fix damping spring 12 and vestibule board 1 mutually afterwards, can carry out the shock attenuation to vestibule board 1 once more through damping spring 12 and pneumatic cylinder 13, rock about vestibule board 1 and influence its stability when avoiding using, accomplish whole high altitude vestibule damping bearing's use just so.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. High-rise building high altitude vestibule damping support, including vestibule board (1) and bracing piece (4), its characterized in that: the lower end of the corridor board (1) is provided with a supporting seat (2), positioning bolts (3) are fixed on the left side and the right side of the supporting seat (2), the supporting rod (4) is arranged at the lower end of the supporting seat (2), a titanium alloy plate (5) is arranged on the outer side of the supporting rod (4), a positioning lug (6) is arranged at the lower end of the titanium alloy plate (5), a limiting sliding groove (7) is arranged on the outer side of the positioning lug (6), a rubber damping pad (8) is arranged on the outer side of the limiting sliding groove (7), a corrugated protective layer (9) is arranged on the outer side of the rubber damping pad (8), a limiting lug (10) is fixed at the lower end of the supporting seat (2), a supporting base (11) is arranged on the lower side of the limiting lug (10), a damping spring (12) is arranged on the outer side of the corridor board (1), and a hydraulic cylinder (13, a side baffle (14) is arranged on the left side of the lower end of the damping spring (12), an anticorrosive layer (15) is arranged on the outer surface of the supporting seat (2), and a first reinforcing rod (16) is arranged inside the supporting seat (2).
2. The high-rise building high-altitude corridor damping support according to claim 1, characterized in that: an I-shaped structure is formed between the supporting seat (2) and the supporting rod (4), the titanium alloy plates (5) are uniformly distributed along the outer surface of the supporting rod (4), and a telescopic structure is formed between the positioning lug (6) and the limiting sliding groove (7).
3. The high-rise building high-altitude corridor damping support according to claim 1, characterized in that: the connection mode between the limiting sliding groove (7) and the rubber shock pad (8) is fixed connection, and a sealing structure is formed between the supporting seat (2) and the corrugated protective layer (9).
4. The high-rise building high-altitude corridor damping support according to claim 1, characterized in that: the supporting seat (2) is in sliding connection with the supporting base (11) through the limiting convex block (10), and the positioning bolts (3) are symmetrical about the vertical center line of the supporting seat (2).
5. The high-rise building high-altitude corridor damping support according to claim 1, characterized in that: corridor board (1) constitutes elastic structure through between damping spring (12) and pneumatic cylinder (13) and side baffle (14), and damping spring (12) are symmetrical about the vertical center line of corridor board (1).
6. The high-rise building high-altitude corridor damping support according to claim 1, characterized in that: the supporting seat (2) and the anticorrosive coating (15) are fixedly connected, a reinforcing rod II (17) is arranged on the inner side of the reinforcing rod I (16), and the reinforcing rod II (17) and the reinforcing rod I (16) are spliced to form a triangular structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020820122.6U CN212867068U (en) | 2020-05-18 | 2020-05-18 | High-rise building high-altitude corridor damping support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020820122.6U CN212867068U (en) | 2020-05-18 | 2020-05-18 | High-rise building high-altitude corridor damping support |
Publications (1)
Publication Number | Publication Date |
---|---|
CN212867068U true CN212867068U (en) | 2021-04-02 |
Family
ID=75205009
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202020820122.6U Active CN212867068U (en) | 2020-05-18 | 2020-05-18 | High-rise building high-altitude corridor damping support |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN212867068U (en) |
-
2020
- 2020-05-18 CN CN202020820122.6U patent/CN212867068U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108316734B (en) | A kind of granulated multistage-multidirectional energy-dissipating and shock-absorbing support | |
CN109990003B (en) | High-bearing hydraulic lifting bearing block group | |
CN212867068U (en) | High-rise building high-altitude corridor damping support | |
CN110206329B (en) | Civil engineering is with construction protector | |
CN214942980U (en) | Power transmission line iron tower with truss structure | |
CN104790567B (en) | A kind of Flexible connection system, Side fascia and Side fascia installation node | |
CN212026616U (en) | A assembled building supporting seat for among building engineering | |
CN210439487U (en) | Assembled building energy dissipation damping device | |
CN210658956U (en) | Supporting beam for assembled steel structure building | |
CN213037213U (en) | Wind tower elevator of wind driven generator | |
CN216973819U (en) | Damping device of building engineering structure | |
CN207934235U (en) | A kind of combined earthquake-resistant building structure component | |
CN219653770U (en) | Foundation construction shock insulation device for hospital building | |
CN206109967U (en) | Antidetonation type bridge steel structure | |
CN210086686U (en) | Anti-seismic stability-increasing reinforcing structure for concrete stairs | |
CN215482239U (en) | Stable-structure railway bridge support | |
CN213937291U (en) | Large-span aluminum alloy bridge | |
CN215763923U (en) | Anti-seismic support that reliability is high | |
CN221237659U (en) | Corrosion-resistant impact-resistant aluminum material | |
CN220791275U (en) | Anchor supporting anchor net | |
CN214034185U (en) | Earthquake-resistant support for building | |
CN214613566U (en) | Bridge beam supports convenient to installation | |
CN213476602U (en) | Steel casting for anti-seismic spherical steel support | |
CN220725712U (en) | Assembled construction hanging basket | |
CN207863582U (en) | A kind of multifunction combined three tower |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |