CN110230373A - A kind of corner rail structure and its construction method at shock insulation seam - Google Patents
A kind of corner rail structure and its construction method at shock insulation seam Download PDFInfo
- Publication number
- CN110230373A CN110230373A CN201910469842.4A CN201910469842A CN110230373A CN 110230373 A CN110230373 A CN 110230373A CN 201910469842 A CN201910469842 A CN 201910469842A CN 110230373 A CN110230373 A CN 110230373A
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- shock insulation
- corner
- insulation case
- breast board
- plate
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- 238000009413 insulation Methods 0.000 title claims abstract description 167
- 230000035939 shock Effects 0.000 title claims abstract description 167
- 238000010276 construction Methods 0.000 title claims abstract description 13
- 210000000481 breast Anatomy 0.000 claims abstract description 95
- 230000004308 accommodation Effects 0.000 claims description 21
- 229920001971 elastomer Polymers 0.000 claims description 15
- 239000004033 plastic Substances 0.000 claims description 10
- 229920003023 plastic Polymers 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 7
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical group O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 229920001821 foam rubber Polymers 0.000 claims description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 239000000741 silica gel Substances 0.000 claims description 3
- 229910002027 silica gel Inorganic materials 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 6
- 239000004567 concrete Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000002955 isolation Methods 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000002354 daily effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
- E04F11/181—Balustrades
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Abstract
A kind of corner rail structure and its construction method at shock insulation seam, including shock insulation case, railing post and corner breast board；There are two shock insulation casees, is arranged on the structured base layer of corner two sides；Shock insulation case is tubular structure；Vertical straight joint is offered in the middle part of the plate face of shock insulation case front side board, and the first anticollision layer is equipped on the medial surface of front side board；Anticollision strip is equipped in the inside of shock insulation case；Longitudinal sliding rail is respectively set on the medial surface top of the left side plate of shock insulation case；The back of each shock insulation case is arranged in railing；The horizontal section of corner breast board is L-shaped；The both ends of corner breast board, which respectively correspond, to be plugged in the straight joint of two shock insulation casees；Vertical end plate is respectively arranged in the two sides of corner breast board；End plate is correspondingly connected with the anticollision strip in shock insulation case；Pulley is connected separately at the vertical edge top of end plate two sides, the position of corresponding sliding rail.The present invention solves traditional shock insulation rail structure unsightly and there is technical issues that biggish.
Description
Technical field
The invention belongs to building engineering field, especially a kind of corner rail structure and its construction party at shock insulation seam
Method.
Background technique
A certain purpose core space has used seismic isolation technology, the reinforced concrete structure of core space can Free water smoothly move, building
Shock insulation ditch is arranged without shock insulation, irremovable in preceding Viaduct Structure between the two, and the two is completely isolated.Before core space crossover and building
For overpass in the connection of 80 °~110 ° angles, the sidebar bar that faces of the two in the shock insulation side of sewing on is in that 80 °~110 ° corners are continuous.At present
Domestic there are two types of generally used shock insulation railing ways: one is the breast boards of chain-type, i.e. shock insulation seam two sides to use multiple tracks chain
It is attached, prearrangement of deformation amount length when chain is installed, to adapt to deformation when shock insulation seam broadens；But it is the shortcomings that way in this:
Chain-type railing is to meet deflection to reserve longer chain, and chain is reserved longer, and chain middle position is sagging to get over
Low, to reach effective rail height, this railing need to be higher, this i.e. unsightly also dangerous, and since chain is in Openworks shape
There is the security risk for falling article in state.Another kind is to intersect " comb teeth " formula, and two lateral rails are not connected to, using multiple tracks horizontal bar
Bar intersects " overlap joint " and forms deformable node, and this intersections " comb teeth " formula railing can solve one direction and deform, but ought be perpendicular to
When the deformation in " comb teeth " direction is larger, two sides " comb teeth " will will form gap, form security risk, and intersect " comb teeth " formula column
Bar is in ladder shape, the security risk for causing children's climbing, falling article.
Summary of the invention
The object of the present invention is to provide a kind of corner rail structures and its construction method at shock insulation seam, to solve to pass
The shock insulation rail structure of system unsightly and there is technical issues that biggish.
To achieve the above object, the present invention adopts the following technical scheme that.
This corner rail structure at shock insulation seam, is arranged at the shock insulation seam of angular position；Include shock insulation case,
Railing post and corner breast board；There are two the shock insulation casees, is separately positioned on the structured base layer of corner two sides, and shock insulation case
Bottom be fixedly connected by connection component with structured base layer；The shock insulation case is tubular structure, and its horizontal section is in rectangle；
Vertical straight joint is offered in the middle part of the plate face of shock insulation case front side board, and level is sticked and has first on the medial surface of front side board
Anticollision layer；Anticollision strip is internally provided in shock insulation case；The front side board parallel interval of the anticollision strip and shock insulation case is arranged, and
Left side plate of the both ends of anticollision strip respectively with shock insulation case is correspondingly connected with；Distinguish on the medial surface top of the left side plate of shock insulation case
Longitudinal sliding rail is set；The railing post has two, the back of each shock insulation case is separately positioned on, to support shock insulation case；
At the shock insulation seam of the corner breast board setting angular position, and the horizontal section of corner breast board is L-shaped；The corner breast board
Both ends, which respectively correspond, to be plugged in the straight joint of two shock insulation casees；Vertical end plate is respectively arranged in the two sides of corner breast board；Institute
End plate is stated to be correspondingly connected with the anticollision strip in shock insulation case；Connect respectively at the vertical edge top of end plate two sides, the position of corresponding sliding rail
It is connected to pulley；The pulley is slidably connected with sliding rail.
Preferably, groove is opened up on the structured base layer, at the position of corresponding shock insulation case；The connection component includes buried plate
With connection bolt；The buried plate is embedded in the bottom of groove；Buried plate is fixedly connected by the connection bolt with structured base layer；It is described
The lower end of shock insulation case is fixedly connected on buried plate.
Preferably, the first anticollision layer be rubber pad or be plastic plate or be PVC pad；The anticollision strip is rubber
Item is foam-rubber cushion or is rubber and plastic boards.
Preferably, being sticked on the medial surface of the left side plate of the shock insulation case has the second anticollision layer；The second anticollision layer
For reducing noise rubber plate or it is silica gel plate or is rubber and plastic boards.
Preferably, the top cover of the shock insulation case is equipped with top cover.
It preferably, further include having side breast board；The side breast board has two pieces, is connected on railing post, and position
In the opposite side of shock insulation case；Vertical card slot is provided on the side for the side that railing post is connect with side breast board；The side
The end corresponding inserted of face breast board is in the card slot on railing post.
Preferably, the top of the side breast board is provided with horizontal accommodation rail；The accommodation rail and side breast board
Plate face parallel interval setting；Wherein, one end of accommodation rail is fixedly connected by the first connector with railing post；In railing
The lower section of handrail, vertically parallel interval are provided with one group of breast board crash bar；Wherein, every breast board crash bar and accommodation rail are flat
Row, and one end of breast board crash bar is fixedly connected by the second connector with railing post.
A kind of construction method for the corner rail structure at shock insulation seam, including steps are as follows.
Step 1 uses connection bolt by buried plate according to drawing dimensional measurement unwrapping wire in the lower section of design shock insulation case position
It is fixed on structured base layer.
Step 2 installs railing post.
Step 3, process shock insulation case: shock insulation case processed in factory it is integral, before the first anticollision layer is pasted onto shock insulation case
On the medial surface of side plate, the second anticollision layer is pasted on the left side plate medial surface of shock insulation case, by sliding rail be weldingly fixed on every
Shake the medial surface top of case left side plate.
Step 4 installs shock insulation case: shock insulation case being welded to connect on buried plate, and will be between shock insulation case and railing post
It is welded to connect.
Step 5, installing angle breast board by corner breast board by being inserted into straight joint above shock insulation case, and adjust installation position
It sets, is slidably connected at pulley at the top of sliding rail.
Step 6 installs accommodation rail and breast board crash bar: accommodation rail is consolidated by the first connector with railing post
Fixed connection, breast board crash bar is fixedly connected by the second connector with railing post, and so far construction terminates.
Preferably, step 2, will in the pre-buried fixed plate in lower section for designing railing post position before installing railing post
Railing post and fixed plate are welded to connect.
Preferably, when shock insulation box top is covered with top cover, before step 4 installs shock insulation case, the top cover of shock insulation case is plucked
It removes, so as to subsequent installation corner breast board；Step 5 corner breast board after the installation is completed, top cover lid is located to the top of shock insulation case.
Compared with prior art the invention has the characteristics that and beneficial effect.
1, the present invention is internally provided with anticollision strip in shock insulation case；The front side board parallel interval of anticollision strip and shock insulation case is set
It sets, and left side plate of the both ends of anticollision strip respectively with shock insulation case is correspondingly connected with；In the medial surface of the left side plate of shock insulation case
Longitudinal sliding rail is respectively set in top；The both ends of corner breast board, which respectively correspond, to be plugged in the straight joint of two shock insulation casees；In corner
The two sides of breast board are respectively arranged with vertical end plate；End plate is correspondingly connected with the anticollision strip in shock insulation case；In the perpendicular of end plate two sides
Side top, corresponding sliding rail position at be connected separately with pulley；Pulley is slidably connected with sliding rail；When shock insulation seam structure on two sides is in temperature
Degree or earthquake effect and when forming horizontal direction and moving freely, the both ends of corner breast board can in shock insulation case free extension to adapt to
Shock insulation stitch any direction change in size, corner rail structure of the invention will not as common breast board because structure movement due to generate destruction
Or generation resistance is moved freely to structure.
2, it is anti-to form the breast board formula hard that can be completely isolated at shock insulation seam position for corner rail structure of the invention
Shield can adapt to the change in size that the continuous Free Transform in shock insulation seam position generates, guarantee that rail structure is complete after earthquake generation
The effect of going along with sb. to guard him.
3, the present invention can connect shock insulation and stitch two lateral rails, form complete breast board formula railing；Wherein, corner breast board and two
Without rigid connection between the shock insulation case of side；Under normal circumstances, the concrete structure of corner breast board end is deformed by temperature etc., is moved
Dynamic, corner breast board will not be destroyed；When earthquake, the concrete structure of corner breast board end generates larger size deformation, corner
Breast board will not be destroyed.
4, corner rail structure of the invention, which is mainly used in design, free-moving coagulation in the building of Seismic Isolation of Isolation Layer
Soil structure and it can not can meet shock insulation and stitch free horizontal distortion at the shock insulation seam position between free-moving concrete structure
It is not destroyed in the process, and is able to satisfy everyday use and aesthetic effect as edge protection.
Detailed description of the invention
The present invention will be further described in detail with reference to the accompanying drawing.
Fig. 1 is the planar structure schematic diagram of corner rail structure of the invention.
Fig. 2 is the positive structure schematic of shock insulation case and railing post connection structure in the present invention.
Fig. 3 is the attachment structure schematic diagram of the shock insulation case and corner breast board, railing post of shock insulation seam side in the present invention.
Fig. 4 is the structural schematic diagram of A-A in Fig. 2.
Fig. 5 is the structural schematic diagram of B-B in Fig. 2.
Fig. 6 is the structural schematic diagram of C-C in Fig. 2.
Fig. 7 is the structural schematic diagram of connection component in the present invention.
Appended drawing reference: 1- shock insulation seam, 2- shock insulation case, 3- railing post, 4- corner breast board, 5- structured base layer, 6-
Connection component, 6.1- buried plate, 6.2- connection bolt, 7- straight joint, the first anticollision of 8- layer, 9- anticollision strip, 10- sliding rail,
11- end plate, 12- pulley, 13- groove, the second anticollision of 14- layer, the side 15- breast board, 16- card slot, 17- accommodation rail,
The first connector of 18-, 19- breast board crash bar, the second connector of 20-, 21- top cover, 22- buried plate, 23- sliding support.
Specific embodiment
In the present embodiment, the corner breast board that shock insulation stitches two sides is needed in shock insulation seam range continuously, to guarantee normal use process
The safety of middle personnel, and corner breast board need to meet the deformation that structure on two sides freely moves horizontally 800mm in daily relatively herein
It is required that；The vertical railing of corner at a kind of shock insulation seam is devised thus.
As shown in figs. 1-7, this corner rail structure at shock insulation seam is arranged at the shock insulation seam 1 of angular position；
It include shock insulation case 2, railing post 3 and corner breast board 4；There are two the shock insulation casees 2, is separately positioned on the structure of corner two sides
In base 5, and the bottom of shock insulation case 2 is fixedly connected by connection component 6 with structured base layer 5；The shock insulation case 2 is tubular knot
Structure, and its horizontal section is in rectangle；Vertical straight joint 7 is offered in the middle part of the plate face of 2 front side board of shock insulation case, and in front side board
Medial surface on level be sticked and have the first anticollision layer 8；Anticollision strip 9 is internally provided in shock insulation case 2；The anticollision strip 9 with every
The front side board parallel interval setting of case 2 is shaken, and left side plate of the both ends of anticollision strip 9 respectively with shock insulation case 2 is correspondingly connected with；?
Longitudinal sliding rail 10 is respectively set in the medial surface top of the left side plate of shock insulation case 2；The railing post 3 has two, sets respectively
It sets at the back of each shock insulation case 2, to support shock insulation case 2；The corner breast board 4 is arranged at the shock insulation seam 1 of angular position, and
And the horizontal section of corner breast board 4 is L-shaped；The both ends of the corner breast board 4 respectively correspond the straight joint for being plugged in two shock insulation casees 2
In 7；Vertical end plate 11 is respectively arranged in the two sides of corner breast board 4；The end plate 11 and the anticollision strip 9 in shock insulation case 2 are right
It should connect；Pulley 12 is connected separately at the vertical edge top of 11 two sides of end plate, the position of corresponding sliding rail 10；The pulley 12 with
Sliding rail 10 is slidably connected.
In the present embodiment, one side of the shock insulation case 2 towards corner breast board 4 is front side, and straight joint 7 is opened towards corner breast board 4
If.
In the present embodiment, groove 13 is opened up on the structured base layer 5, at the position of corresponding shock insulation case 2；The connection component
6 include buried plate 6.1 and connection bolt 6.2；The buried plate 6.1 is embedded in the bottom of groove 13；The connection bolt 6.2 is by buried plate
6.1 are fixedly connected with structured base layer 5；The lower end of the shock insulation case 2 is fixedly connected on buried plate 6.1.
In the present embodiment, the corner breast board 4 is in vacant state relative to shock insulation seam 1, and bottom setting is slided in shock insulation case 2
Dynamic support 23, the sliding support 23 are mounted on buried plate 6.1, and the top support of sliding support 23 connects at the bottom of corner breast board 4
Portion, sliding support 23 are composed using stainless steel plate and polyfluortetraethylene plate.
In the present embodiment, the first anticollision layer 8 be rubber pad or be plastic plate or be PVC pad；The anticollision strip 9
For rubber strip or it is foam-rubber cushion or is rubber and plastic boards.
In the present embodiment, being sticked on the medial surface of the left side plate of the shock insulation case 2 has the second anticollision layer 14；Described second
Anticollision layer 14 is reducing noise rubber plate or is silica gel plate or is rubber and plastic boards.
In the present embodiment, the top cover of the shock insulation case 2 is equipped with top cover 21.
It further include having side breast board 15 in the present embodiment；The side breast board 15 has two pieces, is connected to railing post
On 3, and it is located at the opposite side of shock insulation case 2；It is provided on the side for the side that railing post 3 is connect with side breast board 15 vertical
Card slot 16；The end corresponding inserted of the side breast board 15 is in the card slot 16 on railing post 3.
In the present embodiment, the top of the side breast board 15 is provided with horizontal accommodation rail 17；The accommodation rail 17
It is arranged with the plate face parallel interval of side breast board 15；Wherein, one end of accommodation rail 17 is vertical by the first connector 18 and railing
Column 3 is fixedly connected；In the lower section of accommodation rail 17, vertically parallel interval is provided with one group of breast board crash bar 19；Wherein, every
Breast board crash bar 19 is parallel with accommodation rail 17, and one end of breast board crash bar 19 passes through the second connector 20 and railing post
3 are fixedly connected.
In the present embodiment, the corner breast board 4 is made of stainless steel plate or plastic plate or aluminium alloy plate, the side
Breast board 15 is balustrade with glass panel or is stainless steel railing or iron skill railing.
In other embodiments, corner rail structure stitches 1(or shock insulation ditch according to the shock insulation of design) shape and width set
Concrete shape, the size of side breast board 15 are counted, and railing post 3, shock insulation case 2 and accommodation rail 17 and breast board is determined by calculation
The specification of crash bar 19.
In the present embodiment, the first connector 18 includes connecting plate and bolt, the second connector 20 include connecting plate and
Bolt.
This construction method for the corner rail structure at shock insulation seam first stitches 1(or shock insulation ditch in shock insulation) two sides,
Each pre-buried fixed plate 22 in lower section of 3 position of railing post is designed, railing post 3 is welded and fixed with fixed plate 22；Then will
Two shock insulation casees 2 are separately fixed on two railing posts 3, and the angle of two shock insulation casees 2 is with two sides breast board angle with two sides side
The angle of face breast board 15 is adapted.Finally, placing corner breast board 4(in two shock insulation casees 2 can also be used the higher plastics column of intensity
Plate), the angle of corner breast board 4 is with the angle of two sides side breast board 15, and corner breast board 4 is not in vacant state, then in corner breast board 4
Bottom be arranged sliding support 23；Specifically include that steps are as follows.
Step 1 will using connection bolt 6.2 in the lower section of design 2 position of shock insulation case according to drawing dimensional measurement unwrapping wire
Buried plate 6.1 is fixed on structured base layer 5.
Step 2 installs railing post 3: the pre-buried fixed plate 22 in lower section in design 3 position of railing post, by railing post
3 are welded to connect with fixed plate 22.
Step 3, process shock insulation case 2: shock insulation case 2 is processed integral in factory, and the first anticollision layer 8 is pasted onto shock insulation
On the medial surface of 2 front side board of case, the second anticollision layer 14 is pasted on the left side plate medial surface of shock insulation case 2, sliding rail 10 is welded
Connect the medial surface top for being fixed on 2 left side plate of shock insulation case.
Step 4 installs shock insulation case 2: shock insulation case 2 being welded to connect and is stood on buried plate 6.1, and by shock insulation case 2 with railing
It is welded to connect between column 3, before shock insulation case 2 is installed, the top cover 21 of shock insulation case 2 is extractd, so as to subsequent installation corner breast board 4.
Corner breast board 4 is inserted into straight joint 7 by the top of shock insulation case 2, and adjusts peace by step 5, installing angle breast board 4
Holding position makes pulley 12 be slidably connected at 10 top of sliding rail, and after adjustment, top cover 21 is covered to the top for being located at shock insulation case 2, and
In the bottom of corner breast board 4, sliding support 23 is set.
Step 6 installs accommodation rail 17 and breast board crash bar 19: accommodation rail 17 is passed through the first connector 18 and column
Bar column 3 is fixedly connected, and breast board crash bar 19 is fixedly connected by the second connector 20 with railing post 3, so far construction knot
Beam.
Above-described embodiment is not the exhaustion of specific embodiment, can also there is other embodiments, and above-described embodiment purpose exists
In illustrating the present invention, the protection scope being not intended to limit the present invention, all applications from simple change of the present invention all fall within this
In the protection scope of invention.
Claims (10)
1. a kind of corner rail structure at shock insulation seam is arranged at the shock insulation seam (1) of angular position；It is characterized by:
It include shock insulation case (2), railing post (3) and corner breast board (4)；There are two the shock insulation casees (2), is separately positioned on corner two
On the structured base layer (5) of side, and the bottom of shock insulation case (2) is fixedly connected by connection component (6) with structured base layer (5)；Institute
Stating shock insulation case (2) is tubular structure, and its horizontal section is in rectangle；It is offered in the middle part of the plate face of shock insulation case (2) front side board perpendicular
To straight joint (7), and level is sticked and has the first anticollision layer (8) on the medial surface of front side board；It is set in the inside of shock insulation case (2)
It is equipped with anticollision strip (9)；The front side board parallel interval of the anticollision strip (9) and shock insulation case (2) is arranged, and the two of anticollision strip (9)
The left side plate respectively with shock insulation case (2) is held to be correspondingly connected with；It is respectively set on the medial surface top of the left side plate of shock insulation case (2)
Longitudinal sliding rail (10)；The railing post (3) has two, is separately positioned on the back of each shock insulation case (2), to support every
It shakes case (2)；At the shock insulation seam (1) of corner breast board (4) the setting angular position, and the horizontal section of corner breast board (4) is in L
Shape；The both ends of the corner breast board (4), which respectively correspond, to be plugged in the straight joint (7) of two shock insulation casees (2)；In corner breast board (4)
Two sides be respectively arranged with vertical end plate (11)；The end plate (11) is correspondingly connected with the anticollision strip (9) in shock insulation case (2)；
Pulley (12) are connected separately at the vertical edge top of end plate (11) two sides, the position of corresponding sliding rail (10)；The pulley (12)
It is slidably connected with sliding rail (10).
2. the corner rail structure according to claim 1 at shock insulation seam, it is characterised in that: the structured base layer
(5) groove (13) are opened up on, at the position of corresponding shock insulation case (2)；The connection component (6) includes buried plate (6.1) and connection spiral shell
Bolt (6.2)；The buried plate (6.1) is embedded in the bottom of groove (13)；The connection bolt (6.2) is by buried plate (6.1) and structure
Base (5) is fixedly connected；The lower end of the shock insulation case (2) is fixedly connected on buried plate (6.1).
3. the corner rail structure according to claim 1 at shock insulation seam, it is characterised in that: the first anticollision layer
(8) be rubber pad or be plastic plate or be PVC pad；The anticollision strip (9) is rubber strip or is foam-rubber cushion or is rubber
Mould plate.
4. the corner rail structure according to claim 3 at shock insulation seam, it is characterised in that: the shock insulation case (2)
Left side plate medial surface on be sticked and have the second anticollision layer (14)；The second anticollision layer (14) is reducing noise rubber plate or is
Silica gel plate is rubber and plastic boards.
5. the corner rail structure according to claim 1 at shock insulation seam, it is characterised in that: the shock insulation case (2)
Top cover be equipped with top cover (21).
6. the corner rail structure according to claim 1 at shock insulation seam, it is characterised in that: further include having side column
Plate (15)；The side breast board (15) has two pieces, is connected on railing post (3), and is located at the opposite side of shock insulation case (2)；
Vertical card slot (16) are provided on the side for the side that railing post (3) is connect with side breast board (15)；The side column
The end corresponding inserted of plate (15) is in the card slot (16) on railing post (3).
7. the corner rail structure according to claim 6 at shock insulation seam, it is characterised in that: the side breast board
(15) top is provided with horizontal accommodation rail (17)；Between the accommodation rail (17) is parallel with the plate face of side breast board (15)
Every setting；Wherein, one end of accommodation rail (17) is fixedly connected by the first connector (18) with railing post (3)；In railing
The lower section of handrail (17), vertically parallel interval are provided with one group of breast board crash bar (19)；Wherein, every breast board crash bar (19)
It is parallel with accommodation rail (17), and one end of breast board crash bar (19) is solid by the second connector (20) and railing post (3)
Fixed connection.
8. the construction method described in a kind of any one of claim 1-7 for the corner rail structure at shock insulation seam,
It is characterized in that, comprises the following steps that
Step 1 will using connection bolt (6.2) in the lower section of design shock insulation case (2) position according to drawing dimensional measurement unwrapping wire
Buried plate (6.1) is fixed on structured base layer (5)；
Step 2 is installed railing post (3)；
Step 3, process shock insulation case (2): shock insulation case (2) processed in factory it is integral, by the first anticollision layer (8) be pasted onto every
On the medial surface for shaking case (2) front side board, the second anticollision layer (14) is pasted on the left side plate medial surface of shock insulation case (2), it will
Sliding rail (10) is weldingly fixed on the medial surface top of shock insulation case (2) left side plate；
Step 4 is installed shock insulation case (2): shock insulation case (2) being welded to connect on buried plate (6.1), and by shock insulation case (2) and column
Bar column is welded to connect between (3)；
Step 5, installing angle breast board (4) by corner breast board (4) by being inserted into straight joint (7) above shock insulation case (2), and are adjusted
Whole installation site is slidably connected at pulley (12) at the top of sliding rail (10)；
Step 6 installs accommodation rail (17) and breast board crash bar (19): accommodation rail (17) are passed through the first connector (18)
It is fixedly connected with railing post (3), breast board crash bar (19) is connected by the way that the second connector (20) and railing post (3) are fixed
It connects, so far construction terminates.
9. the construction method according to claim 8 for the corner rail structure at shock insulation seam, it is characterised in that: step
Two before installing railing post (3), the pre-buried fixed plate in lower section (22) in design railing post (3) position, by railing post
(3) it is welded to connect with fixed plate (22).
10. the construction method according to claim 8 for the corner rail structure at shock insulation seam, it is characterised in that: when
When shock insulation case (2) top cover is equipped with top cover (21), before step 4 installs shock insulation case (2), the top cover (21) of shock insulation case (2) is plucked
It removes, so as to subsequent installation corner breast board (4)；Step 5 corner breast board (4) after the installation is completed, by top cover (21) lid be located at shock insulation
The top of case (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910469842.4A CN110230373A (en) | 2019-05-31 | 2019-05-31 | A kind of corner rail structure and its construction method at shock insulation seam |
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| CN201910469842.4A CN110230373A (en) | 2019-05-31 | 2019-05-31 | A kind of corner rail structure and its construction method at shock insulation seam |
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Citations (5)
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|---|---|---|---|---|
| JP2011017129A (en) * | 2009-07-07 | 2011-01-27 | Takenaka Komuten Co Ltd | Universal handrail structure movable in horizontal two-dimensional direction |
| CN105201092A (en) * | 2015-09-17 | 2015-12-30 | 云南震安减震科技股份有限公司 | Automatic coordinative deformation vibration isolating groove device |
| KR101797436B1 (en) * | 2017-05-24 | 2017-12-12 | (주)유창 | Fixing structure of ceilling finish panel having displacement difference-absorbing |
| CN109057068A (en) * | 2018-09-07 | 2018-12-21 | 湖南大学 | A kind of displacement converter device, resolution of displacement device and for building the energy-consuming shock absorber for subtracting shock insulation |
| CN210288934U (en) * | 2019-05-31 | 2020-04-10 | 北京城建集团有限责任公司 | Corner railing structure for shock insulation seam |
-
2019
- 2019-05-31 CN CN201910469842.4A patent/CN110230373A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011017129A (en) * | 2009-07-07 | 2011-01-27 | Takenaka Komuten Co Ltd | Universal handrail structure movable in horizontal two-dimensional direction |
| CN105201092A (en) * | 2015-09-17 | 2015-12-30 | 云南震安减震科技股份有限公司 | Automatic coordinative deformation vibration isolating groove device |
| KR101797436B1 (en) * | 2017-05-24 | 2017-12-12 | (주)유창 | Fixing structure of ceilling finish panel having displacement difference-absorbing |
| CN109057068A (en) * | 2018-09-07 | 2018-12-21 | 湖南大学 | A kind of displacement converter device, resolution of displacement device and for building the energy-consuming shock absorber for subtracting shock insulation |
| CN210288934U (en) * | 2019-05-31 | 2020-04-10 | 北京城建集团有限责任公司 | Corner railing structure for shock insulation seam |
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