CN109736426A - The overload protection building element of device is built in a kind of room - Google Patents
The overload protection building element of device is built in a kind of room Download PDFInfo
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- CN109736426A CN109736426A CN201910040049.2A CN201910040049A CN109736426A CN 109736426 A CN109736426 A CN 109736426A CN 201910040049 A CN201910040049 A CN 201910040049A CN 109736426 A CN109736426 A CN 109736426A
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Abstract
The present invention discloses the overload protection building element that device is built in a kind of room, including bearing assembly, the bearing assembly is equipped with two groups, and bearing assembly includes pedestal and carrier, the carrier is set to the top of pedestal, bearing cavity is equipped in the carrier, X-type support plate is equipped with inside the bearing cavity, and damper is equipped with below the infall of X-type support plate, spandrel girder is installed above carrier described in two groups, front between carrier described in two groups is equipped with steel mesh, the steel mesh is made of lateral rib and vertical rib intersection, and the infall of lateral rib and vertical rib is equipped with rigid rod；The present invention is by installing spandrel girder on two groups of bearing assemblies, to play a supportive role to building, cooperate the X-type support plate in carrier, device overall support effect is more preferable, meanwhile rigid rod connecting building object, the overload power that building is born import steel mesh, cooperate the damper in carrier again, can disperse and blocks overload power.
Description
Technical field
The present invention relates to the overload protection building elements that architectural workpieces technical field more particularly to a kind of room build device.
Background technique
Building is the general name of building and structures, is people to meet social life needs, utilizes grasped object
Matter technological means, and the artificial environment created with certain scientific law, geomantic omen theory and aesthetic principle, and some buildings by
In of the remote past, the durability of structure exceeds its service life, faces structure aging, burn into overload is toppled over etc., and serious safeties are hidden
Suffer from, therefore need to protect it, in the prior art, it is difficult to the many-sided protection of building, it is difficult to take into account support to building and
Unload power effect, and existing structure protection component to building protection installation after, it is difficult to remove, cause to waste, therefore, the present invention propose
The overload protection building element of device is built to solve problems of the prior art in a kind of room.
Summary of the invention
In view of the above-mentioned problems, the present invention proposes that the overload protection building element of device is built in a kind of room, which builds device use
Overload protection building element be equipped with two groups of bearing assemblies, by installing spandrel girder on two groups of bearing assemblies, to building
Supporting role, spandrel girder is interior to be equipped with reinforcing rib, is equipped with X-type support plate in carrier, and device overall support effect is more preferable, meanwhile,
Steel mesh is equipped between two groups of bearing assemblies, steel mesh is equipped with rigid rod, and rigid rod connecting building object is convenient for building
The overload power of receiving imports steel mesh, then cooperates the damper in carrier, can disperse and block overload power, along with carrying
Baffle on the outside of frame plays supporting role convenient for the flank to building and positioning device is whole, on the whole, to building protection
More comprehensively.
To solve the above-mentioned problems, the present invention proposes that the overload protection building element of device, including carrying are built in a kind of room
Component, the bearing assembly is equipped with two groups, and bearing assembly includes pedestal and carrier, and the carrier is set to the upper of pedestal
Side, the carrier is interior to be equipped with bearing cavity, and bearing cavity is equipped with multiple groups, and X-type support plate, and X-type are equipped with inside the bearing cavity
It is equipped with damper below the infall of support plate, spandrel girder is installed above carrier described in two groups, and is carried described in two groups
Rear between frame is equipped with support rail, and the front between carrier described in two groups is equipped with steel mesh, and the steel mesh is by transverse direction
Rib and vertical rib intersect composition, and the infall of lateral rib and vertical rib is equipped with rigid rod, carries described in two groups
Front end on the outside of frame is equipped with L-type support, and the inside of L-type support is equipped with baffle.
Further improvement lies in that: the front and back of the carrier and pedestal installation place are equipped with reinforcing rib, and front and back
The reinforcing rib is at least provided with two groups.
Further improvement lies in that: the spandrel girder is I-shaped steel part, and is equipped with and adds in the groove of spandrel girder front and back
Strengthening tendons.
Further improvement lies in that: connector is equipped with above carrier described in two groups, and the lower end of connector passes through spiral shell
Bar is fixed with carrier, and the upper end of the connector is fixed by screw rod and the spandrel girder.
Further improvement lies in that: the front on the inside of carrier described in two groups is equipped with cuff, and the steel mesh passes through cuff
Fixed, the opening of the cuff is locked by screw and nut.
Further improvement lies in that: the four corners below the pedestal, which are equipped with, buries bar, and buries to be equipped with below bar and tie up ground
Cone.
Further improvement lies in that: the rear on the inside of carrier described in two groups is equipped with casing, the both ends of the support rail
Be equipped with inserted link compatible with casing, the support rail by casing be installed on two groups described between carrier.
Further improvement lies in that: the support rail and inserted link are double-layer structure, the support rail and inserted link it is interior
Portion is equipped with plus tough bar.
Further improvement lies in that: the damper includes buffer bar and buffer board, and the upper and lower side of the buffer bar is equipped with
Buffer board, the side wall of the buffer bar are equipped with damping spring, are equipped with and X-type support plate angle at the top of the buffer board of top
The convex block that place matches.
Further improvement lies in that: the middle position below the pedestal is equipped with clump weight, and clump weight is cylindrical body.
The invention has the benefit that the present invention is equipped with two groups of bearing assemblies, held by being installed on two groups of bearing assemblies
Weight beam is equipped with reinforcing rib, is equipped with X-type support plate, device overall support in carrier to play a supportive role to building in spandrel girder
Effect is more preferable, meanwhile, steel mesh is equipped between two groups of bearing assemblies, steel mesh is equipped with rigid rod, rigid rod connecting building
Object, the overload power convenient for bearing building imports steel mesh, then cooperates the damper in carrier, can disperse and blocked
Power is carried, along with the baffle on the outside of carrier, supporting role is played convenient for the flank to building and positioning device is whole, totally come
It says, more comprehensively to building protection, also, the stability between two groups of carriers can be reinforced by support rail, by adding
Gu rib can reinforce the stability before and after carrier, by burying bar and boring pedestal can be made to be fixed on ground stronger, dress with tiing up
Set overall more tough and tensile durable, overload protection performance is stronger, finally, spandrel girder can be dismantled by connector, support rail can
To unload out in casing, steel mesh can be dismantled by cuff, removed and be more convenient, be suitble to be used for multiple times.
Detailed description of the invention
Fig. 1 is main view of the invention.
Fig. 2 is spandrel girder side view of the invention.
Fig. 3 is steel mesh top view of the invention.
Fig. 4 is partial structure side view of the invention.
Fig. 5 is support rail structural schematic diagram of the invention.
Fig. 6 is shock absorber structure schematic diagram of the invention.
Wherein: 1, pedestal；2, carrier；3, X-type support plate；4, damper；5, spandrel girder；6, support rail；7, reinforcing bar
Net；8, rigid rod；9, L-type support；10, baffle；11, reinforcing rib；12, reinforcing rib；13, connector；14, screw rod；15, cuff；
16, bar is buried；17, it bores with tiing up；18, casing；19, inserted link；20, add tough bar；21, buffer bar；22, buffer board；23, damping spring；
24, convex block；25, clump weight.
Specific embodiment
In order to deepen the understanding of the present invention, the present invention is further described below in conjunction with embodiment, the present embodiment
For explaining only the invention, it is not intended to limit the scope of the present invention..
According to Fig. 1,2,3,4,5,6, the overload protection building element that device is built in a kind of room is present embodiments provided,
Including bearing assembly, bearing assembly is equipped with two groups, and bearing assembly includes pedestal 1 and carrier 2, and carrier 2 is set to pedestal 1
Top, carrier 2 is interior to be equipped with bearing cavity, and bearing cavity is equipped with multiple groups, and X-type support plate 3 is equipped with inside bearing cavity, and raising device is whole
The support effect of body, and damper 4 is equipped with below the infall of X-type support plate 3, it improves device and integrally unloads power effect, two groups are held
The top of carrier 2 is equipped with spandrel girder 5, plays a supportive role to building, and the rear between two groups of carriers 2 is equipped with support rail
6, convenient for reinforcing the stability between two groups of carriers 2, the front between two groups of carriers 2 is equipped with steel mesh 7, steel mesh 7 by
Lateral rib and vertical rib intersect composition, and the infall of lateral rib and vertical rib is equipped with rigid rod 8, rigid rod 8
Connecting building object imports steel mesh 7 convenient for the overload power of bearing building, disperses and block overload power, outside two groups of carriers 2
The front end of side is equipped with L-type support 9, and the inside of L-type support 9 is equipped with baffle 10, plays support convenient for the flank to building and makees
It is whole with simultaneously positioning device.
The front and back of carrier 2 and 1 installation place of pedestal are equipped with reinforcing rib 11, and the reinforcing rib 11 of front and back is equipped with two
Group avoids toppling over damage convenient for reinforcing the stability of 2 front and back of carrier.
Spandrel girder 5 is I-shaped steel part, and reinforcing rib 12 is equipped in the groove of 5 front and back of spandrel girder, improves load-bearing effect
Fruit is unlikely to deform.
The top of two groups of carriers 2 is equipped with connector 13, and the lower end of connector 13 is solid by screw rod 14 and carrier 2
Fixed, the upper end of connector 13 is fixed by screw rod 14 and spandrel girder 5, for fixing or dismantling spandrel girder and carrier, convenient for more
Change maintenance.
The front of two groups of 2 insides of carrier is equipped with cuff 15, and steel mesh 7 is fixed by cuff 15, the opening of cuff 15
Place is locked by screw and nut, steel mesh 7 easy to disassemble, and selects appropriate length according to the distance between two groups of carriers 2
Steel mesh 7.
The four corners of the lower section of pedestal 1, which are equipped with the lower section buried bar 16, and bury bar 16 and are equipped with, bores 17 with tiing up, and keeps pedestal 1 solid
It is stronger due to ground, it will not collapse, avoid security risk.
The rear of two groups of 2 insides of carrier is equipped with casing 18, and the both ends of support rail 6 are equipped with to be adapted with casing 18
Inserted link 19, support rail 6 is installed between two groups of carriers 2 by casing 18, convenient for support rail 6 under fast quick-detach.
Support rail 6 and inserted link 19 are double-layer structure, and the inside of support rail 6 and inserted link 19 is equipped with plus tough bar 20,
The toughness for improving support rail 6, supports support rail 6 between two groups of carriers 2 stronger.
Damper 4 includes buffer bar 21 and buffer board 22, and the upper and lower side of buffer bar 21 is equipped with buffer board 22, buffer bar 21
Side wall be equipped with damping spring 23, the convex block matched with 3 angle of X-type support plate is equipped at the top of the buffer board 22 of top
24, the effect of damping and buffering is more preferable, convenient for unloading power to building, improves protectiveness.
The middle position of 1 lower section of pedestal is equipped with clump weight 25, and clump weight 25 is cylindrical body, improves the center of gravity of pedestal 1,
Keep bearing assembly more stable.
The overload protection building element that device is built in the room is equipped with two groups of bearing assemblies, by pacifying on two groups of bearing assemblies
Spandrel girder 5 is filled, to play a supportive role to building, reinforcing rib 12 is equipped in spandrel girder 5, X-type support plate 3, dress are equipped in carrier 2
It is more preferable to set overall support effect, meanwhile, steel mesh 7 is equipped between two groups of bearing assemblies, steel mesh 7 is equipped with rigid rod 8, just
Property 8 connecting building object of bar, import steel mesh 7 convenient for the overload power of bearing building, then cooperate the damper 4 in carrier 2,
It can disperse and block overload power, along with the baffle in 2 outside of carrier, play supporting role convenient for the flank to building and determine
Position device is whole, on the whole, more comprehensively to building protection, and by support rail 6 can reinforce two groups of carriers 2 it
Between stability, the stability of the front and back of carrier 2 can be reinforced by reinforcing rib 11, can be made by burying bar 16 and boring 17 with tiing up
It is stronger that pedestal 1 is fixed on ground, and device is overall more tough and tensile durable, and overload protection performance is stronger, finally, spandrel girder 5 can be with
It is dismantled by connector 13, support rail 6 can unload out in casing 18, and steel mesh 7 can be dismantled by cuff 15, remove
It is more convenient, it is suitble to be used for multiple times.
The basic principles, main features and advantages of the invention have been shown and described above.The technical staff of the industry should
Understand, the present invention is not limited to the above embodiments, and the above embodiments and description only describe originals of the invention
Reason, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes and improvements
It all fall within the protetion scope of the claimed invention.The claimed scope of the invention is by appended claims and its equivalent
It defines.
Claims (10)
1. the overload protection building element of device, including bearing assembly are built in a kind of room, the bearing assembly is equipped with two groups, and holds
Carrying component includes pedestal (1) and carrier (2), and the carrier (2) is set to the top of pedestal (1), it is characterised in that: described to hold
Bearing cavity is equipped in carrier (2), and bearing cavity is equipped with multiple groups, is equipped with X-type support plate (3) inside the bearing cavity, and X-type supports
Damper (4) are equipped with below the infall of plate (3), are equipped with spandrel girder (5) above carrier described in two groups (2), and two groups
Rear between the carrier (2) is equipped with support rail (6), and the front between carrier described in two groups (2) is equipped with steel mesh
(7), the steel mesh (7) is made of lateral rib and vertical rib intersection, and the infall of lateral rib and vertical rib is equal
Equipped with rigid rod (8), the front end on the outside of carrier described in two groups (2) is equipped with L-type support (9), and the inside of L-type support (9)
Equipped with baffle (10).
2. the overload protection building element that device is built in a kind of room according to claim 1, it is characterised in that: the carrying
The front and back of frame (2) and pedestal (1) installation place are equipped with reinforcing rib (11), and the reinforcing rib (11) of front and back is at least set
There are two groups.
3. the overload protection building element that device is built in a kind of room according to claim 1, it is characterised in that: the load-bearing
Beam (5) is I-shaped steel part, and is equipped with reinforcing rib (12) in the groove of spandrel girder (5) front and back.
4. the overload protection building element that device is built in a kind of room according to claim 1, it is characterised in that: described in two groups
It is equipped with above carrier (2) connector (13), and the lower end of connector (13) is solid by screw rod (14) and carrier (2)
Fixed, the upper end of the connector (13) is fixed by screw rod (14) and the spandrel girder (5).
5. the overload protection building element that device is built in a kind of room according to claim 1, it is characterised in that: described in two groups
Front on the inside of carrier (2) is equipped with cuff (15), and the steel mesh (7) is fixed by cuff (15), the cuff (15)
Opening pass through screw and nut lock.
6. the overload protection building element that device is built in a kind of room according to claim 1, it is characterised in that: the pedestal
(1) four corners below, which are equipped with, buries bar (16), and buries to be equipped with below bar (16) bore (17) with tiing up.
7. the overload protection building element that device is built in a kind of room according to claim 1, it is characterised in that: described in two groups
Rear on the inside of carrier (2) is equipped with casing (18), and the both ends of the support rail (6) are equipped with to be adapted with casing (18)
Inserted link (19), the support rail (6) by casing (18) be installed on two groups described between carrier (2).
8. the overload protection building element that device is built in a kind of room according to claim 7, it is characterised in that: the support
Cross bar (6) and inserted link (19) are double-layer structure, and the inside of the support rail (6) and inserted link (19) is equipped with plus tough bar
(20)。
9. the overload protection building element that device is built in a kind of room according to claim 1, it is characterised in that: the damping
Device (4) includes buffer bar (21) and buffer board (22), and the upper and lower side of the buffer bar (21) is equipped with buffer board (22), described slow
The side wall of jumper bar (21) is equipped with damping spring (23), is equipped at the top of the buffer board (22) of top and presss from both sides with X-type support plate (3)
The convex block (24) matched at angle.
10. the overload protection building element that device is built in a kind of room according to claim 1, it is characterised in that: the bottom
Middle position below seat (1) is equipped with clump weight (25), and clump weight (25) is cylindrical body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910040049.2A CN109736426A (en) | 2019-01-16 | 2019-01-16 | The overload protection building element of device is built in a kind of room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910040049.2A CN109736426A (en) | 2019-01-16 | 2019-01-16 | The overload protection building element of device is built in a kind of room |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109736426A true CN109736426A (en) | 2019-05-10 |
Family
ID=66365020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910040049.2A Pending CN109736426A (en) | 2019-01-16 | 2019-01-16 | The overload protection building element of device is built in a kind of room |
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| Country | Link |
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| CN (1) | CN109736426A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227551A (en) * | 2020-10-26 | 2021-01-15 | 许兰花 | Earthquake-resistant support for building |
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| JPH0978879A (en) * | 1995-09-18 | 1997-03-25 | Hazama Gumi Ltd | Reinforcing method of earthquake resistance of building |
| JP2004176460A (en) * | 2002-11-28 | 2004-06-24 | Shimizu Corp | Earthquake-resistant reinforcing structure |
| JP2005256436A (en) * | 2004-03-12 | 2005-09-22 | Hitoshi Shiobara | Seismic reinforcing frame structure and seismic structure using the same |
| JP2007170103A (en) * | 2005-12-26 | 2007-07-05 | Tds:Kk | Aseismatic reinforcing structure |
| JP2008063822A (en) * | 2006-09-07 | 2008-03-21 | Maeda Corp | Aseismatic reinforcing structure of existing building |
| CN101906882A (en) * | 2010-07-06 | 2010-12-08 | 华南理工大学 | Method for carrying out earthquake-resistance and strengthening on traditional masonry structure by using steel parts |
| CN105220891A (en) * | 2015-09-21 | 2016-01-06 | 华东交通大学 | A kind of reinforced concrete frame seismic reinforcing structure and Shockproof reinforcing method thereof |
-
2019
- 2019-01-16 CN CN201910040049.2A patent/CN109736426A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0978879A (en) * | 1995-09-18 | 1997-03-25 | Hazama Gumi Ltd | Reinforcing method of earthquake resistance of building |
| JP2004176460A (en) * | 2002-11-28 | 2004-06-24 | Shimizu Corp | Earthquake-resistant reinforcing structure |
| JP2005256436A (en) * | 2004-03-12 | 2005-09-22 | Hitoshi Shiobara | Seismic reinforcing frame structure and seismic structure using the same |
| JP2007170103A (en) * | 2005-12-26 | 2007-07-05 | Tds:Kk | Aseismatic reinforcing structure |
| JP2008063822A (en) * | 2006-09-07 | 2008-03-21 | Maeda Corp | Aseismatic reinforcing structure of existing building |
| CN101906882A (en) * | 2010-07-06 | 2010-12-08 | 华南理工大学 | Method for carrying out earthquake-resistance and strengthening on traditional masonry structure by using steel parts |
| CN105220891A (en) * | 2015-09-21 | 2016-01-06 | 华东交通大学 | A kind of reinforced concrete frame seismic reinforcing structure and Shockproof reinforcing method thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227551A (en) * | 2020-10-26 | 2021-01-15 | 许兰花 | Earthquake-resistant support for building |
| CN112227551B (en) * | 2020-10-26 | 2022-01-28 | 广东冠蓝实业有限公司 | Earthquake-resistant support for building |
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Application publication date: 20190510 |
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