CN209261035U - A kind of building precast Side fascia - Google Patents
A kind of building precast Side fascia Download PDFInfo
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- CN209261035U CN209261035U CN201822073515.0U CN201822073515U CN209261035U CN 209261035 U CN209261035 U CN 209261035U CN 201822073515 U CN201822073515 U CN 201822073515U CN 209261035 U CN209261035 U CN 209261035U
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- wall
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- panel main
- swivel nut
- prefabricated outer
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Abstract
The utility model belongs to precast concrete field, and especially a kind of building precast Side fascia, poor for the damping performance of existing building precast Side fascia, product quality is poor;It needs to produce various sizes of building precast Side fascia according to different construction demands, the higher problem of production cost, now propose following scheme, it includes prefabricated outer wall panel main body, vertically disposed mounting plate is installed on the roof of prefabricated outer wall panel main body, horizontally disposed second swivel nut is rotatably connected on the side wall of mounting plate, the inner ring screw thread of second swivel nut is socketed with screw rod, one end that screw rod extends the second swivel nut is welded with vertically disposed fixed plate, fixed plate is slidably connected on the roof of prefabricated outer wall panel main body, fixed plate is far from being welded with symmetrical two horizontally disposed gag lever posts on the side wall of mounting plate, the utility model damping performance is stronger, product quality is higher, various sizes of building precast Side fascia can be spliced into according to construction demand, reduce production cost.
Description
Technical field
The utility model relates to precast concrete technical field more particularly to a kind of building precast Side fascias.
Background technique
Generally require to use prefabricated outer wall panel in construction as partition, existing exterior wall be it is prefabricated, two
There is gap between exterior wall, and be inserted into after precast wall body is cut between two walls and will appear larger gap, is easy to appear
Apparent infiltration phenomenon.But the damping performance of existing building precast Side fascia is poor, is easy to issue deformation because of vibration,
Product quality is poor;And in building construction process the building precast Side fascia of demand size it is different, need according to not
Same construction demand produces various sizes of building precast Side fascia, increases production cost.
Summary of the invention
The utility model proposes a kind of building precast Side fascia, solve subtracting for existing building precast Side fascia
Shock stability is poor, is easy to issue deformation because of vibration, product quality is poor;And in building construction process demand building precast
The size of Side fascia is different, needs to produce various sizes of building precast Side fascia according to different construction demands,
The problem of increasing production cost.
To achieve the goals above, the utility model adopts the technical scheme that
A kind of building precast Side fascia, including prefabricated outer wall panel main body are pacified on the roof of the prefabricated outer wall panel main body
Equipped with vertically disposed mounting plate, be rotatably connected to horizontally disposed second swivel nut on the side wall of mounting plate, the second swivel nut it is interior
Circle screw thread is socketed with screw rod, and one end that the screw rod extends the second swivel nut is welded with vertically disposed fixed plate, and fixed plate is sliding
Dynamic to be connected on the roof of prefabricated outer wall panel main body, the fixed plate is far from being welded with symmetrical two water on the side wall of mounting plate
The gag lever post of setting is put down, offers the first limiting slot, the prefabricated outer wall panel main body on the roof of the prefabricated outer wall panel main body
Bottom wall on offer the mounting groove of rectangle, be welded with vertically disposed limited post, limited post on the inner roof wall of the mounting groove
Bottom end extend mounting groove, symmetrical two limit holes, the side of the prefabricated outer wall panel main body are offered on the limited post
Symmetrical two vertically disposed first swivel nuts are installed, the equal screw thread of inner ring of two first swivel nuts is socketed with limit on wall
Bolt, the prefabricated outer wall panel main body, which is located on the side wall between two the first swivel nuts, offers symmetrical two second limits
Slot is equipped with vertically disposed position-limiting tube on the side wall of the prefabricated outer wall panel main body far from the first swivel nut, and the position-limiting tube is remote
Outer ring from the first swivel nut is welded with symmetrical two horizontally disposed limit plates, offers square in the prefabricated outer wall panel main body
The damping chamber of shape, connection-a telescopic rod between the inner roof wall and inner bottom wall of the damping chamber, the inner roof wall of the damping chamber and interior
Connection-a spring, spring pocket are mounted in the outer ring of telescopic rod between bottom wall.
Preferably, first limiting slot is located at the surface of limited post, the shape of the limit column bottom and described the
The shape of one limiting slot inner wall is adapted, and the limit plate is equal with the height of second limiting slot, the limit plate and institute
The shape for stating the second limiting slot inner wall is adapted.
Preferably, the mounting plate offers circular rotation connection slot on the side wall of fixed plate, is rotatablely connected slot
Interior fixing sleeve is connected to horizontally disposed bearing holder (housing, cover), and second swivel nut is fixedly attached to the inner ring of bearing holder (housing, cover).
Preferably, extend the first swivel nut and be welded with the first operation in one end that two caging bolts are located remotely from each other
The outer ring fixing sleeve of plate, second swivel nut is connected to the second operation panel.
Preferably, sliding slot is offered on the roof of the prefabricated outer wall panel main body, sliding is provided with sliding block, sliding block in sliding slot
Top extend sliding slot, the fixed plate is welded on the top of sliding block.
Preferably, the shape of the gag lever post is adapted with the shape of the limit hole.
In the utility model
1, by the mating reaction of damping chamber, telescopic rod and spring, the damping performance of building precast Side fascia can be promoted,
Preventing it, deformation occurs due to vibration, promotes the product quality of building precast Side fascia;
2, pass through the first limiting slot, the first bolt, the first swivel nut, the second limiting slot, mounting groove, limited post, limit hole, limit
The mating reaction of position plate, position-limiting tube, mounting plate, the second swivel nut, the second bolt, fixed plate and gag lever post, can be according to construction demand
Splice building precast Side fascia, without producing various sizes of building precast exterior wall according to different construction demands, drops
Low production cost.
Detailed description of the invention
Fig. 1 be the utility model proposes a kind of building precast Side fascia structural schematic diagram.
Fig. 2 be the utility model proposes a kind of building precast Side fascia structural schematic diagram.
Fig. 3 be the utility model proposes a kind of building precast Side fascia spliced map.
Figure label: 1 prefabricated outer wall panel main body, 2 first limiting slots, 3 first operation panels, 4 second operation panels, 5 limit spiral shells
Bolt, 6 first swivel nuts, 7 second limiting slots, 8 springs, 9 telescopic rods, 10 damping chambers, 11 mounting grooves, 12 limited posts, 13 limit holes, 14
Limit plate, 15 position-limiting tubes, 16 mounting plates, 17 second swivel nuts, 18 screw rods, 19 fixed plates, 20 gag lever posts.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
Referring to Fig.1-3, a kind of building precast Side fascia, including prefabricated outer wall panel main body 1, prefabricated outer wall panel main body 1
Vertically disposed mounting plate 16 is installed on roof, horizontally disposed second swivel nut is rotatably connected on the side wall of mounting plate 16
17, the inner ring screw thread of the second swivel nut 17 is socketed with screw rod 18, and one end that screw rod 18 extends the second swivel nut 17, which is welded with, vertically to be set
The fixed plate 19 set, fixed plate 19 are slidably connected on the roof of prefabricated outer wall panel main body 1, and fixed plate 19 is far from mounting plate 16
It is welded with symmetrical two horizontally disposed gag lever posts 20 on side wall, offers the first limit on the roof of prefabricated outer wall panel main body 1
Position slot 2 offers the mounting groove 11 of rectangle on the bottom wall of prefabricated outer wall panel main body 1, is welded on the inner roof wall of mounting groove 11 vertical
Mounting groove 11 is extended in the limited post 12 being directly arranged, the bottom end of limited post 12, and symmetrical two limits are offered on limited post 12
Hole 13 is equipped with symmetrical two vertically disposed first swivel nuts 6, two the first swivel nuts 6 on the side wall of prefabricated outer wall panel main body 1
The equal screw thread of inner ring be socketed with caging bolt 5, prefabricated outer wall panel main body 1, which is located on the side wall between two the first swivel nuts 6, to be opened up
There are symmetrical two the second limiting slots 7, prefabricated outer wall panel main body 1 is equipped with vertically disposed on the side wall far from the first swivel nut 6
Position-limiting tube 15, position-limiting tube 15 is welded with symmetrical two horizontally disposed limit plates 14 far from the outer ring of the first swivel nut 6, prefabricated outer
The damping chamber 10 of rectangle is offered in wallboard main body 1, and 3-5 telescopic rod 9 is connected between the inner roof wall and inner bottom wall of damping chamber 10,
3-5 spring 8 is connected between the inner roof wall and inner bottom wall of damping chamber 10, spring 8 is sleeved on the outer ring of telescopic rod 9.
First limiting slot 2 is located at the surface of limited post 12, shape and 2 inner wall of the first limiting slot of 12 bottom of limited post
Shape is adapted, and limit plate 14 is equal with the height of the second limiting slot 7, the shape phase of limit plate 14 and 7 inner wall of the second limiting slot
Adaptation, mounting plate 16 offer circular rotation connection slot on the side wall of fixed plate 19, are rotatablely connected in slot and are fixedly attached
Have a horizontally disposed bearing holder (housing, cover), the second swivel nut 17 is fixedly attached to the inner ring of bearing holder (housing, cover), two caging bolts 5 be located remotely from each other one
End extends the first swivel nut 6 and is welded with the first operation panel 3, and the outer ring fixing sleeve of the second swivel nut 17 is connected to the second operation panel 4,
Sliding slot is offered on the roof of prefabricated outer wall panel main body 1, sliding is provided with sliding block in sliding slot, and sliding slot is extended on the top of sliding block,
Fixed plate 19 is welded on the top of sliding block, and the shape of gag lever post 20 is adapted with the shape of limit hole 13.
In the description of the present invention, it should be understood that term " center ", " longitudinal direction ", " transverse direction ", " length ", " width
Degree ", " thickness ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside",
The orientation or positional relationship of the instructions such as " clockwise ", " counterclockwise " be based on the orientation or positional relationship shown in the drawings, be only for
Convenient for description the utility model and simplify description, rather than the equipment of indication or suggestion meaning or element must have specifically
Orientation is constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.
In addition, term " first ", " second " are used for description purposes only, it is not understood to indicate or imply relatively important
Property or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Person implicitly includes one or more of the features.The meaning of " plurality " is two or two in the description of the present invention,
More than a, unless otherwise specifically defined.
Embodiment: when needing various sizes of building precast Side fascia, can splice multiple prefabricated outer wall panel main bodys 1,
To obtain various sizes of building precast Side fascia, when needing vertically to splice two prefabricated outer wall panel main bodys 1, by by position
It is inserted into the limiting slot 2 of underlying prefabricated outer wall panel main body 1 in the limited post 12 of the prefabricated outer wall panel main body 1 of top, so
Afterwards by rotating the second operation panel 4 manually, the rotation of the second swivel nut 17 is driven, so that screw rod 18 be driven to be displaced to the right, passes through screw rod
18 push fixed plate 19 to left dislocation, so that gag lever post 20 be made to be inserted into limit hole 13, splicing can be completed, and need pre- by two
When Side fascia main body 1 processed is horizontally-spliced, by the way that two limit plates 7 in the prefabricated outer wall panel main body 1 for being located at left side are inserted into position
In the second limiting slot 7 of the prefabricated outer wall panel main body 1 on right side, then by rotating the first operation panel 3 manually, limit spiral shell is driven
Bolt 5 rotates, and is inserted into caging bolt 5 in position-limiting tube 15, splicing can be completed, when vibration occurs for prefabricated outer wall panel main body 1 concurrently
Raw deformation constantly, can make telescopic rod 9 flexible, then be acted on by the spring potential energy of spring 8, and prefabricated outer wall panel main body 1 can be pulled to return
Shape, the utility model damping performance is stronger, and product quality is higher, can be spliced into according to construction demand various sizes of for building pre-
Side fascia processed, reduces production cost.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not
It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (6)
1. a kind of building precast Side fascia, including prefabricated outer wall panel main body (1), which is characterized in that the prefabricated outer wall panel master
It is equipped with vertically disposed mounting plate (16), is rotatably connected on the side wall of mounting plate (16) horizontally disposed on the roof of body (1)
The second swivel nut (17), the inner ring screw thread of the second swivel nut (17) is socketed with screw rod (18), and the screw rod (18) extends the second spiral shell
One end of set (17) is welded with vertically disposed fixed plate (19), and fixed plate (19) is slidably connected at prefabricated outer wall panel main body (1)
Roof on, the fixed plate (19) far from mounting plate (16) side wall on be welded with symmetrical two horizontally disposed gag lever posts
(20), it is offered the first limiting slot (2) on the roof of the prefabricated outer wall panel main body (1), the prefabricated outer wall panel main body (1)
The mounting groove (11) of rectangle is offered on bottom wall, is welded with vertically disposed limited post on the inner roof wall of the mounting groove (11)
(12), the bottom end of limited post (12) is extended mounting groove (11), and symmetrical two limit holes are offered on the limited post (12)
(13), symmetrical two vertically disposed first swivel nuts (6) are installed on the side wall of the prefabricated outer wall panel main body (1), two
The equal screw thread of inner ring of first swivel nut (6) is socketed with caging bolt (5), and the prefabricated outer wall panel main body (1) is located at two the
Symmetrical two the second limiting slots (7) are offered on side wall between one swivel nut (6), the prefabricated outer wall panel main body (1) is separate
It is equipped on the side wall of first swivel nut (6) vertically disposed position-limiting tube (15), the position-limiting tube (15) is far from the first swivel nut (6)
Outer ring is welded with symmetrical two horizontally disposed limit plates (14), offers rectangle on the prefabricated outer wall panel main body (1)
Damping chamber (10) connects 3-5 telescopic rod (9), the damping chamber between the inner roof wall and inner bottom wall of the damping chamber (10)
(10) 3-5 spring (8) is connected between inner roof wall and inner bottom wall, spring (8) is sleeved on the outer ring of telescopic rod (9).
2. a kind of building precast Side fascia according to claim 1, which is characterized in that the first limiting slot (2) position
In the surface of limited post (12), the shape phase of the shape of limited post (12) bottom and the first limiting slot (2) inner wall
Adaptation, the limit plate (14) is equal with the height of second limiting slot (7), the limit plate (14) and second limit
The shape of slot (7) inner wall is adapted.
3. a kind of building precast Side fascia according to claim 1, which is characterized in that the mounting plate (16) is close to solid
Circular rotation connection slot is offered on the side wall of fixed board (19), is rotatablely connected fixing sleeve in slot and is connected to horizontally disposed bearing
Set, second swivel nut (17) are fixedly attached to the inner ring of bearing holder (housing, cover).
4. a kind of building precast Side fascia according to claim 1, which is characterized in that two caging bolts (5)
The one end being located remotely from each other is extended the first swivel nut (6) and is welded with the first operation panel (3), the outer ring of second swivel nut (17)
Fixing sleeve is connected to the second operation panel (4).
5. a kind of building precast Side fascia according to claim 1, which is characterized in that the prefabricated outer wall panel main body
(1) sliding slot is offered on roof, sliding is provided with sliding block in sliding slot, and sliding slot, the fixed plate are extended in the top of sliding block
(19) it is welded on the top of sliding block.
6. a kind of building precast Side fascia according to claim 1, which is characterized in that the shape of the gag lever post (20)
It is adapted with the shape of the limit hole (13).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201822073515.0U CN209261035U (en) | 2018-12-11 | 2018-12-11 | A kind of building precast Side fascia |
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Application Number | Priority Date | Filing Date | Title |
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CN201822073515.0U CN209261035U (en) | 2018-12-11 | 2018-12-11 | A kind of building precast Side fascia |
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CN209261035U true CN209261035U (en) | 2019-08-16 |
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CN201822073515.0U Active CN209261035U (en) | 2018-12-11 | 2018-12-11 | A kind of building precast Side fascia |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110656732A (en) * | 2019-10-12 | 2020-01-07 | 华北理工大学 | Assembly type light steel frame-composite wall structure and assembly method thereof |
-
2018
- 2018-12-11 CN CN201822073515.0U patent/CN209261035U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110656732A (en) * | 2019-10-12 | 2020-01-07 | 华北理工大学 | Assembly type light steel frame-composite wall structure and assembly method thereof |
CN110656732B (en) * | 2019-10-12 | 2021-04-02 | 华北理工大学 | Assembly type light steel frame-composite wall structure and assembly method thereof |
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