CN207761205U - A kind of horizontal rails device at shock insulation seam - Google Patents
A kind of horizontal rails device at shock insulation seam Download PDFInfo
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- CN207761205U CN207761205U CN201820069607.9U CN201820069607U CN207761205U CN 207761205 U CN207761205 U CN 207761205U CN 201820069607 U CN201820069607 U CN 201820069607U CN 207761205 U CN207761205 U CN 207761205U
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- steel pipe
- rotating casing
- column steel
- location tray
- shock insulation
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Abstract
A kind of horizontal rails device at shock insulation seam disclosed by the utility model, including left column steel pipe and right column steel pipe, left built-in fitting and right built-in fitting, upper left location tray and lower-left location tray, upper right location tray and bottom right location tray, upper left rotating casing and lower-left rotating casing, upper right rotating casing and bottom right rotating casing, upper horizontal steel tube and lower horizontal steel tube, intermediate steel pipe, left vertical steel pipe and right vertical steel pipe.When an earthquake occurs, upper left rotating casing and lower-left rotating casing can be rotated relative to left column steel pipe, upper right rotating casing and bottom right rotating casing can be rotated relative to right column steel pipe, upper horizontal steel tube, lower horizontal steel tube can Free water smoothly move, to realize in seismic process, any direction movement can planar occur with both sides beam slab for the lifeline at shock insulation seam, and lifeline is in protection state always.
Description
Technical field
The utility model is related to architectural vibration-insulation technical fields, and in particular to one kind for shock-insulation building vestibule, outside corridor every
Shake the horizontal rails device at seam.
Background technology
The railing of traditional architecture no deformability at shock insulation seam is easy to happen destruction or due to displacement in earthquake
Lose protective action greatly.After Wenchuan earthquake in 2008, the building using rubber earthquake isolation support technology is more and more.With biography
Construction in a systematic way, which is built, to be compared, and the displacement of shock-insulation building is very big, and railing has this deformability, and protection can be realized in earthquake.
It can be used at the shock insulation seam in corridor or bridge, can produce shock-insulation building when an earthquake occurs however, still lacking in the prior art
Raw big displacement is in the lifeline of protection state always.
Utility model content
The purpose of this utility model is that a kind of horizontal rails device at shock insulation seam is disclosed, it can be in earthquake
In relatively effective protection state when shock-insulation building generates big displacement.
A kind of horizontal rails device at shock insulation seam disclosed by the utility model, including left column steel pipe and right column
Steel pipe, left built-in fitting and right built-in fitting, upper left location tray and lower-left location tray, upper right location tray and bottom right positioning support
Disk, upper left rotating casing and lower-left rotating casing, upper right rotating casing and bottom right rotating casing, upper horizontal steel tube and lower horizontal steel
Pipe, intermediate steel pipe, left vertical steel pipe and right vertical steel pipe；
Left column steel pipe and left built-in fitting weld, and left built-in fitting is buried and is fixed on left beam slab and keeps left column steel pipe perpendicular
To being fixed on above left beam slab；Right column steel pipe and right built-in fitting weld, and right built-in fitting is buried and is fixed on right beam slab and makes
Right column steel pipe is vertically fixed on above right beam slab；
Upper left rotating casing, lower-left rotating casing, upper right rotating casing and bottom right rotating casing all have socket direction phase
Vertical nozzle and earhole；Upper left location tray and lower-left location tray difference location and installation are up and down the two of left column steel pipe
End, the nozzle of upper left rotating casing and the nozzle of lower-left rotating casing are based respectively on upper left location tray and lower-left location tray
Positioning is socketed in the upper and lower ends of left column steel pipe；Upper right location tray and bottom right location tray distinguish location and installation in right column
The upper and lower ends of steel pipe, the nozzle of upper right rotating casing and the nozzle of bottom right rotating casing are based respectively on upper right location tray and the right side
The positioning of lower location tray is socketed in the upper and lower ends of right column steel pipe；
Upper horizontal steel tube is each passed through the earhole of the earhole and upper right rotating casing of upper left rotating casing, lower horizontal steel tube point
Not Chuan Guo lower-left rotating casing earhole and bottom right rotating casing earhole, the left and right ends of upper horizontal steel tube, lower horizontal steel tube
Left and right ends and the left and right ends of intermediate steel pipe corresponding respectively welded with left vertical steel pipe and right vertical steel pipe；
There is shock insulation seam, left column steel pipe is at a distance from left vertical steel pipe, right column steel pipe between left beam slab and right beam slab
The half of shock insulation slit width degree is equal at a distance from right vertical steel pipe.
Further, further include left flange plate and right ring flange；Left flange plate is sleeved on left column steel pipe bottom, right ring flange
It is sleeved on right column steel pipe bottom.
Further, further include left bolumn cap and right bolumn cap, be mounted on left column steel pipe and right column steel pipe with screw respectively
Top, to limit upper left rotating casing and upper right rotating casing vertical displacement respectively.
In the utility model, when an earthquake occurs, upper left rotating casing and lower-left rotating casing can be relative to left columns
Steel pipe rotates, and upper right rotating casing and bottom right rotating casing can be rotated relative to right column steel pipe, upper horizontal steel tube, lower level
Steel pipe can Free water smoothly move, to realize in seismic process, the lifeline at shock insulation seam can be with both sides beam slab
Any direction movement planar occurs for (left beam slab and right beam slab), and lifeline is in protection state always.
Description of the drawings
Fig. 1 is a kind of whole implementation structural schematic diagram for the horizontal rails device at shock insulation seam disclosed in embodiment.
Fig. 2 is the A-A cross-sectional views of Fig. 1.
Fig. 3 is the B-B cross-sectional views of Fig. 1.
Fig. 4 is the structural representation of rotating casing in a kind of horizontal rails device at shock insulation seam disclosed in embodiment
Figure.
Specific implementation mode
To keep the purpose of this utility model, technical solution and effect clearer, clear, develop simultaneously implementation referring to the drawings
The utility model is further described in example.It should be appreciated that specific embodiment described herein is only explaining this practicality
It is novel, it is not used to limit the utility model.
It please refers to Fig.1 to Fig.4, a kind of horizontal rails device at shock insulation seam disclosed in embodiment, including left column
Steel pipe 11 and right column steel pipe 12, left built-in fitting 21 and right built-in fitting 22, upper left location tray 31 and lower-left location tray 32, the right side
Upper location tray 41 and bottom right location tray 42, upper left rotating casing 51 and lower-left rotating casing 52,61 and of upper right rotating casing
Bottom right rotating casing 62, upper horizontal steel tube 71 and lower horizontal steel tube 72, intermediate steel pipe 80, left vertical steel pipe 91 and right vertical steel pipe
92。
Left column steel pipe 11 and left built-in fitting 21 weld, and left built-in fitting 21 is buried and is fixed on left beam slab 101 makes a left side
Column steel pipe 11 is vertically fixed on above left beam slab 101；Right column steel pipe 12 is welded with right built-in fitting 22, and right built-in fitting 22 buries
It hides and being fixed on right beam slab 102 makes right column steel pipe 12 vertically be fixed on above right beam slab 102.
Upper left rotating casing 51, lower-left rotating casing 52, upper right rotating casing 61 and bottom right rotating casing 62 all have set
Connect direction perpendicular nozzle and earhole；Upper left location tray 31 and lower-left location tray 32 distinguish location and installation in left column steel
The upper and lower ends of pipe 11, the nozzle of upper left rotating casing 51 and the nozzle of lower-left rotating casing 52 are based respectively on upper left location tray
31 and the positioning of lower-left location tray 32 be socketed in the upper and lower ends of left column steel pipe 11；Upper right location tray 41 and bottom right positioning
Pallet 42 distinguishes location and installation in the upper and lower ends of right column steel pipe 12, the nozzle and bottom right rotating casing of upper right rotating casing 61
62 nozzle is based respectively on upper right location tray 41 and the positioning of bottom right location tray 42 is socketed in the upper and lower of right column steel pipe 12
Both ends.
Upper horizontal steel tube 71 is each passed through the earhole of the earhole and upper right rotating casing 61 of upper left rotating casing 51, lower level
Steel pipe 72 is each passed through the earhole of the earhole and bottom right rotating casing 62 of lower-left rotating casing 52, the left and right two of upper horizontal steel tube 71
The left and right ends at end, the left and right ends of lower horizontal steel tube 72 and intermediate steel pipe 80 are corresponding perpendicular with left vertical steel pipe 91 and the right side respectively
It is welded to steel pipe 92.
There is shock insulation seam between left beam slab 101 and right beam slab 102.It is required according to general shock insulation, shock insulation slit width degree is unsuitable small
In 1.2 times of maximum horizontal displacement value of each shock isolating pedestal under rarely occurred earthquake and it is not less than 200mm；To two adjacent shock insulation knots
Structure, shock insulation slit width takes the sum of maximum horizontal displacement value, and is not less than 400mm.
Based on above-mentioned requirements, in the present embodiment, it is assumed that shock insulation slit width degree is L (concrete numerical value as the case may be depending on),
Left column steel pipe 11 is at a distance from left vertical steel pipe 91, right column steel pipe 12 is equal to shock insulation seam at a distance from right vertical steel pipe 92
The half of width, i.e. L/2.
Further, further include left flange plate 201 and right ring flange 202；Left flange plate 201 is sleeved on 11 bottom of left column steel pipe
Portion, right ring flange 202 are sleeved on 12 bottom of right column steel pipe.
Further, further include left bolumn cap 301 and right bolumn cap 302, be mounted on left column steel pipe 11 and the right side with screw respectively
The top of column steel pipe 12, to limit 61 vertical displacement of upper left rotating casing 51 and upper right rotating casing respectively.
In the present embodiment, when an earthquake occurs, upper left rotating casing and lower-left rotating casing can be relative to left column steel
Pipe rotates, and upper right rotating casing and bottom right rotating casing can be rotated relative to right column steel pipe, upper horizontal steel tube, lower horizontal steel
Pipe can Free water smoothly move, to realize in seismic process, lifeline at shock insulation seam can be (left with both sides beam slab
Beam slab and right beam slab) any direction movement planar occurs, lifeline is in protection state always.
It should be understood that for those of ordinary skills, it can be modified or changed according to the above description,
And all these modifications and variations should all belong to the protection domain of the appended claims for the utility model.
Claims (3)
1. a kind of horizontal rails device at shock insulation seam, which is characterized in that including left column steel pipe and right column steel pipe, a left side
Built-in fitting and right built-in fitting, upper left location tray and lower-left location tray, upper right location tray and bottom right location tray, supralevoversion
Dynamic casing and lower-left rotating casing, upper right rotating casing and bottom right rotating casing, upper horizontal steel tube and lower horizontal steel tube, intermediate steel
Pipe, left vertical steel pipe and right vertical steel pipe；
Left column steel pipe and left built-in fitting weld, and left built-in fitting is buried and is fixed on left beam slab and keeps left column steel pipe vertically solid
It is scheduled on above left beam slab；Right column steel pipe and right built-in fitting weld, and right built-in fitting bury and be fixed on right beam slab make it is right vertical
Column steel pipe is vertically fixed on above right beam slab；
It is perpendicular that upper left rotating casing, lower-left rotating casing, upper right rotating casing and bottom right rotating casing all have socket direction
Nozzle and earhole；Upper left location tray and lower-left location tray difference location and installation are on the upper and lower ends of left column steel pipe, a left side
The nozzle of upper rotating casing and the nozzle of lower-left rotating casing are based respectively on the positioning of upper left location tray and lower-left location tray
It is socketed in the upper and lower ends of left column steel pipe；Upper right location tray and bottom right location tray distinguish location and installation in right column steel pipe
Upper and lower ends, the nozzle of upper right rotating casing and the nozzle of bottom right rotating casing are based respectively on upper right location tray and bottom right is fixed
The positioning of position pallet is socketed in the upper and lower ends of right column steel pipe；
Upper horizontal steel tube is each passed through the earhole of the earhole and upper right rotating casing of upper left rotating casing, and lower horizontal steel tube is worn respectively
Cross the earhole of the earhole and bottom right rotating casing of lower-left rotating casing, the left and right ends of upper horizontal steel tube, lower horizontal steel tube a left side
Corresponding and left vertical steel pipe and right vertical steel pipe weld respectively for right both ends and the left and right ends of intermediate steel pipe；
Between left beam slab and right beam slab have shock insulation seam, left column steel pipe with left vertical steel pipe at a distance from, right column steel pipe with the right side
The distance of vertical steel pipe is equal to the half of shock insulation slit width degree.
2. the horizontal rails device according to claim 1 at shock insulation seam, which is characterized in that further include left flange plate
With right ring flange；Left flange plate is sleeved on left column steel pipe bottom, and right ring flange is sleeved on right column steel pipe bottom.
3. the horizontal rails device according to claim 2 at shock insulation seam, which is characterized in that further include left bolumn cap and
Right bolumn cap, respectively with screw be mounted on left column steel pipe and right column steel pipe top, with limit respectively upper left rotating casing and
Upper right rotating casing vertical displacement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820069607.9U CN207761205U (en) | 2018-01-16 | 2018-01-16 | A kind of horizontal rails device at shock insulation seam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820069607.9U CN207761205U (en) | 2018-01-16 | 2018-01-16 | A kind of horizontal rails device at shock insulation seam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207761205U true CN207761205U (en) | 2018-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820069607.9U Active CN207761205U (en) | 2018-01-16 | 2018-01-16 | A kind of horizontal rails device at shock insulation seam |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794366A (en) * | 2020-07-23 | 2020-10-20 | 郑秀平 | Prefabricated building, construction method and working method |
-
2018
- 2018-01-16 CN CN201820069607.9U patent/CN207761205U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794366A (en) * | 2020-07-23 | 2020-10-20 | 郑秀平 | Prefabricated building, construction method and working method |
| CN111794366B (en) * | 2020-07-23 | 2021-06-04 | 江阴东方建筑集团有限公司 | Prefabricated building, construction method and working method |
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