CN212802115U - Guide rail vibration reduction type light steel keel wall - Google Patents
Guide rail vibration reduction type light steel keel wall Download PDFInfo
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- CN212802115U CN212802115U CN202020906009.XU CN202020906009U CN212802115U CN 212802115 U CN212802115 U CN 212802115U CN 202020906009 U CN202020906009 U CN 202020906009U CN 212802115 U CN212802115 U CN 212802115U
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- wall body
- guide rail
- keel
- rail
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Abstract
The application provides a guide rail damping formula light gauge steel wall body belongs to steel frame construction building field. The guide rail damping formula light gauge steel wall body includes: the lower end of the light steel keel wall body is used for being connected to the concrete reversed ridge, and the upper end of the light steel keel wall body is used for being connected to the concrete structural beam; and the sliding guide rail is connected with the concrete structural beam and can be slidably connected to the upper end of the light steel keel wall body. The application provides a guide rail damping formula light gauge steel wall body, simple structure, the equipment is convenient, and the efficiency of construction is high, can improve light gauge steel wall body's overall stability, durability, a plurality of bar holes that set up on sliding guide to through each bolted connection, make light gauge steel wall body have better anti-seismic performance in vertical direction, reduced the extrusion or the brittle failure to the light gauge steel wall body.
Description
Technical Field
The utility model belongs to steel frame construction building field, concretely relates to guide rail damping formula light gauge steel wall structure.
Background
For a common light steel keel wall, the top keel is directly fixed with the floor slab, when the floor slab shrinks and sinks, the light steel keel partition wall system is subjected to brittle failure, the light steel keel facing plate cracks, and even the keel wall is broken due to the influence of the sinking of the floor slab and earthquake, so that great harm is caused to the human body, property, building and the like.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims at providing a guide rail damping formula light gauge steel wall body to solve the floor that exists among the prior art when taking place daily vibration or unusual vibration, take place light gauge steel veneer panel fracture easily, major harm such as fossil fragments wall body fracture even.
The application provides a guide rail damping formula light gauge steel wall body includes:
the lower end of the light steel keel wall body is used for being connected to the concrete reversed ridge, and the upper end of the light steel keel wall body is used for being connected to the concrete structural beam;
and the sliding guide rail is connected with the concrete structural beam and can be slidably connected to the upper end of the light steel keel wall body.
Preferably, the light gauge steel wall body comprises:
a grid-shaped keel wall body;
the keel is fixedly connected to the lower end of the keel wall body;
and the ceiling keel is fixedly connected to the upper end of the keel wall body.
Preferably, the floor keel is connected to the lower end of the keel wall body via self-tapping screws.
Preferably, the ceiling runner is connected to the upper end of the runner wall body via self-tapping screws.
Preferably, the floor keel is fixed to the concrete reversed sill through pouring, or a steel nail is fixed to the concrete reversed sill.
Preferably, the sliding guide is fixed to the concrete structure beam via expansion bolts.
Preferably, the sliding guide rail is a square tube, and one side of the sliding guide rail in the length direction is open;
the sliding guide rail is buckled and pressed at the upper end of the light steel keel wall body through one end of the opening of the sliding guide rail, and a preset distance is arranged between the sliding guide rail and the upper end face of the light steel keel wall body.
Preferably, the preset distance between the sliding guide rail and the upper end face of the light steel keel wall body is at least 20 mm.
Preferably, a plurality of vertical-direction-oriented holes are formed in two opposite side surfaces of the sliding guide rail respectively, and the holes are uniformly distributed along the length direction of the sliding guide rail.
Preferably, the sliding guide rail is connected to the upper end of the light steel keel wall body through a plurality of bolts, and each bolt is fixed to the lower end of each strip-shaped hole in the vertical direction.
The application has the following beneficial effects:
the application provides a guide rail damping formula light gauge steel wall body, simple structure, the equipment is convenient, and the efficiency of construction is high, can improve light gauge steel wall body's overall stability, durability, a plurality of bar holes that set up on sliding guide to through each bolted connection, make light gauge steel wall body have better anti-seismic performance in vertical direction, reduced the extrusion or the brittle failure to the light gauge steel wall body.
Drawings
The above and other objects, features and advantages of the present invention will become more apparent from the following description of the embodiments of the present invention with reference to the accompanying drawings.
Fig. 1 is a structural axonometric view of a guide rail vibration damping type light gauge steel wall provided according to an embodiment of the utility model;
fig. 2 is a partial sectional view of a-a side in fig. 1.
The concrete structure beam comprises 1-a concrete structure beam, 2-a sliding guide rail, 3-a ceiling keel, 4-a vertical keel, 5-a horizontal keel, 6-a ground keel, 7-a concrete reversed ridge, 8-a strip-shaped hole, 9-a bolt and 10-an expansion bolt.
Detailed Description
Various embodiments of the present invention will be described in more detail below with reference to the accompanying drawings. Like elements in the various figures are denoted by the same or similar reference numerals. For purposes of clarity, the various features in the drawings are not necessarily drawn to scale.
Referring to fig. 1 and 2, the present application provides a rail vibration damping type light gauge steel wall, including: the lower end of the light steel keel wall body is connected to the concrete reversed ridge 7, and the upper end of the light steel keel wall body is connected to the concrete structural beam 1; and the sliding guide rail 2 is connected with the concrete structural beam 1, and the sliding guide rail 2 can be slidably connected to the upper end of the light steel keel wall. In this embodiment, the relative sliding displacement between the sliding guide rail 2 and the light gauge steel wall is in the vertical direction, and it should be understood that the concrete structural beam 1 is connected above the sliding guide rail 2, and when the sliding guide rail 2 is abnormally vibrated or extruded, a small amount of position sliding between the sliding guide rail 2 and the light gauge steel wall is generated in the vertical direction, so that the buffering effect is achieved, and the extrusion deformation of the light gauge steel wall is avoided.
In this embodiment, the light gauge steel wall includes: a grid-shaped keel wall body; the ground keel 6 is fixedly connected to the lower end of the keel wall body; and the ceiling keel 3 is fixedly connected to the upper end of the keel wall body. The keel wall body comprises a horizontal keel 5 and a vertical keel 4, and is a plurality of horizontal keel 5 and vertical keel 4 are connected with each other, so that a latticed keel wall body is formed, and the latticed keel wall body has the advantages of light weight, stable structure and high strength. The ground keel 6 is arranged in a shape matched with the concrete reversed ridge 7, so that the installation and the arrangement are convenient, and the appearance is more attractive.
In this embodiment, the floor grid 6 is connected to the lower end of the grid wall body via self-tapping screws. The ceiling keel 3 is connected to the upper end of the keel wall body through a self-tapping screw. The structure of the whole light steel keel wall body has higher stability.
The floor keel 6 is fixed on the concrete reversed sill 7 through pouring, or steel nails are fixed on the concrete reversed sill 7. It should be understood that the ground keel 6 is located below, and is influenced by the gravity of the light keel wall, the concrete structural beam 1, and the like, so that the ground keel 6 needs to be more stably and firmly connected to the concrete sill 7.
In this embodiment, the sliding guide 2 is fixed to the concrete structural beam 1 via a plurality of expansion bolts 10, so that the sliding guide 2 is more firmly connected to the concrete structural beam 1.
In this embodiment, the slide rail 2 is a tube, and one side of the tube in the longitudinal direction is open; the sliding guide rail 2 is buckled and pressed at the upper end of the light steel keel wall body through one end of the opening of the sliding guide rail 2, and a preset distance is arranged between the sliding guide rail 2 and the upper end face of the light steel keel wall body. Two sides of sliding guide 2 are connected to on the ceiling joist 3, sliding guide 2 withholds simultaneously on the ceiling joist 3, guaranteed that sliding guide 2 can not take place the position drunkenness on its vertical direction of perpendicular to for stable in structure.
The preset distance between the sliding guide rail 2 and the upper end face of the light steel keel wall body is at least 20 mm. The preset distance plays a role in buffering for the relative sliding displacement between the concrete structure beam 1 and the light steel keel wall body in the vertical direction.
A plurality of strip-shaped holes 8 facing in the vertical direction are respectively formed in two opposite side surfaces of the sliding guide rail 2, and the strip-shaped holes 8 are uniformly distributed along the length direction of the sliding guide rail 2. The sliding guide rail 2 is connected to the upper end of the light steel keel wall body through a plurality of bolts 9, and the bolts 9 are respectively fixed to the lower ends of the strip-shaped holes 8 in the vertical direction.
The mode that sliding guide 2 passes through lower extreme construction bolt 9 in bar hole 8 is fixed the upper end of ceiling keel 3 when receiving vibration or earthquake, concrete structure roof beam 1 can extrude the ceiling keel 3 of light gauge steel wall body top, installs sliding guide 2 on ceiling keel 3 under the effect of power, produces decurrent displacement to make bolt 9 slide towards the upper end in bar hole 8 relatively, play the effect of buffering. It should be understood that when the bolts 9 are connected to the lower ends of the strip-shaped holes 8, the gravity of the concrete structural beam 1 does not make the sliding guide 2 slide downward, thereby avoiding the problems of insufficient space or limited sliding of the sliding guide 2 during abnormal vibration.
The application provides a guide rail damping formula light gauge steel wall body, simple structure, the equipment is convenient, and the efficiency of construction is high, can improve light gauge steel wall body's overall stability, durability, a plurality of shape holes 8 that set up on sliding guide 2 to connect through each bolt 9, make light gauge steel wall body have better anti-seismic performance in vertical direction, reduced the extrusion or the brittle failure to the light gauge steel wall body.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Finally, it should be noted that: it should be understood that the above examples are only for clearly illustrating the present invention and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious changes and modifications may be made without departing from the scope of the present invention.
Claims (10)
1. The utility model provides a guide rail damping formula light gauge steel wall body which characterized in that includes:
the lower end of the light steel keel wall body is used for being connected to the concrete reversed ridge, and the upper end of the light steel keel wall body is used for being connected to the concrete structural beam;
and the sliding guide rail is connected with the concrete structural beam and can be slidably connected to the upper end of the light steel keel wall body.
2. The rail vibration damped lightgage steel joist wall as claimed in claim 1, wherein the lightgage steel joist wall comprises:
a grid-shaped keel wall body;
the keel is fixedly connected to the lower end of the keel wall body;
and the ceiling keel is fixedly connected to the upper end of the keel wall body.
3. The rail-damped lightgage steel joist wall as claimed in claim 2, wherein the ground studs are attached to the lower end of the joist wall body by self-tapping screws.
4. The rail-damped lightgage steel joist wall as claimed in claim 2, wherein the ceiling grid is attached to the upper end of the joist wall body by self-tapping screws.
5. The rail-damped lightgage steel joist wall as claimed in claim 2, wherein the floor joist is cast or nailed to the concrete sill.
6. The rail-damped lightgage steel joist wall as claimed in claim 1, wherein the sliding rails are secured to the concrete structural beams by expansion bolts.
7. The rail-damped light gauge steel wall of claim 1, wherein said sliding rail is a square tube with one side open in the longitudinal direction;
the sliding guide rail is buckled and pressed at the upper end of the light steel keel wall body through one end of the opening of the sliding guide rail, and a preset distance is arranged between the sliding guide rail and the upper end face of the light steel keel wall body.
8. The rail-damped lightgage steel joist wall as claimed in claim 7, wherein the predetermined distance between the sliding rail and the upper end surface of the lightgage steel joist wall is at least 20 mm.
9. The guide rail vibration damping type light steel keel wall body according to claim 7, wherein a plurality of vertically oriented strip-shaped holes are respectively formed in two opposite side surfaces of the sliding guide rail, and the strip-shaped holes are uniformly distributed along the length direction of the sliding guide rail.
10. The rail-damped lightgage steel joist wall as claimed in claim 9 wherein the sliding rail is connected to the upper end of the lightgage steel joist wall by a plurality of bolts, and each of the bolts is fixed to the lower end of each of the strip holes in the vertical direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020906009.XU CN212802115U (en) | 2020-05-26 | 2020-05-26 | Guide rail vibration reduction type light steel keel wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020906009.XU CN212802115U (en) | 2020-05-26 | 2020-05-26 | Guide rail vibration reduction type light steel keel wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212802115U true CN212802115U (en) | 2021-03-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020906009.XU Active CN212802115U (en) | 2020-05-26 | 2020-05-26 | Guide rail vibration reduction type light steel keel wall |
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| CN (1) | CN212802115U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113279504A (en) * | 2021-07-02 | 2021-08-20 | 筑友建筑装饰装修工程有限公司 | Assembled modular grid partition wall framework and installation method |
-
2020
- 2020-05-26 CN CN202020906009.XU patent/CN212802115U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113279504A (en) * | 2021-07-02 | 2021-08-20 | 筑友建筑装饰装修工程有限公司 | Assembled modular grid partition wall framework and installation method |
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