CN210798010U - Cold-formed thin-wall light steel structure floor slab - Google Patents

Cold-formed thin-wall light steel structure floor slab Download PDF

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Publication number
CN210798010U
CN210798010U CN201921631595.5U CN201921631595U CN210798010U CN 210798010 U CN210798010 U CN 210798010U CN 201921631595 U CN201921631595 U CN 201921631595U CN 210798010 U CN210798010 U CN 210798010U
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CN
China
Prior art keywords
chord
cold
lower chord
floor slab
formed thin
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Expired - Fee Related
Application number
CN201921631595.5U
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Chinese (zh)
Inventor
吴信锋
吴信辉
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Zhuwanjiazhuang Construction Technology Co ltd
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Zhuwanjiazhuang Construction Technology Co ltd
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Priority to CN201921631595.5U priority Critical patent/CN210798010U/en
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Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a light shaped steel structure floor of clod wash thin wall, its characterized in that: the light steel truss structure comprises a base plate, a buffer layer and a bottom plate, wherein the buffer layer comprises a light steel truss, the light steel truss is formed by connecting an upper chord member, a lower chord member and web members, and the web members are fixedly arranged between the upper chord member and the lower chord member; through holes are uniformly distributed on the lower chord, a T-shaped rod is fixed on the lower surface of the upper chord, the lower end of the T-shaped rod penetrates through the through holes to extend to the outside of the lower chord and is connected with a buffer spring, one end of the buffer spring, which is far away from the lower chord, is fixed with the bottom plate, and a bulge is arranged on the upper surface of the bottom plate; the utility model discloses a floor has the effect of buffering shock attenuation amortization, and the practicality is strong, and intensity also correspondingly increases.

Description

Cold-formed thin-wall light steel structure floor slab
Technical Field
The utility model relates to a steel construction floor field, especially a light shaped steel structure floor of cold-formed thin wall.
Background
In the traditional floor slab building, a wood plate is mostly adopted as a pouring template of the floor slab, and some simple structural treatment is carried out at the joint of the floor slab and a steel beam; however, the light steel structure composite floor slabs are used in the currently popular light steel structure houses, and the light steel structure floor slabs in the prior art do not have the functions of buffering, damping and silencing, so that improvement is needed.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem that exists, the utility model discloses a light shaped steel structure floor of cold-formed thin wall, its characterized in that: the light steel truss structure comprises a base plate, a buffer layer and a bottom plate, wherein the buffer layer comprises a light steel truss, the light steel truss is formed by connecting an upper chord member, a lower chord member and web members, and the web members are fixedly arranged between the upper chord member and the lower chord member; the lower chord is provided with through holes, the lower surface of the upper chord is fixed with a T-shaped rod, the lower end of the T-shaped rod penetrates through the through holes to extend to the outside of the lower chord and is connected with a buffer spring, one end, far away from the lower chord, of the buffer spring is fixed with the bottom plate, and the upper surface of the bottom plate is provided with a bulge.
Further, the upper chord and the base plate are fixed by screws.
Furthermore, be equipped with the perforation on the arch, it has the perforation reinforcing bar to wear in the perforation, and has placed the broken line reinforcing bar on the perforation reinforcing bar.
Furthermore, the broken line steel bars are of a wavy linear structure formed by bending high-strength steel bars.
Further, the protrusions are spherical or cylindrical.
Further, the length of the part of the T-shaped rod, which exceeds the lower chord, is smaller than the distance between the top of the protrusion and the lower chord.
The utility model has the advantages that: by arranging the buffer layer, when external force is transmitted to the light steel truss and transmitted to the spring, kinetic energy is converted into elastic potential energy, and then the dispersed force is transmitted to the bottom plate, so that on one hand, damage to the floor slab due to force concentration is reduced, on the other hand, the shock absorption effect is achieved, and the sound insulation performance of the floor slab in house application is improved; the broken line reinforcing steel bar of the wavy linear structure formed by bending the high-strength reinforcing steel bar can strengthen the strength of the floor slab structure.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a side view of the present invention;
FIG. 3 is a schematic structural diagram of the bottom plate of the present invention;
in the figure, 1-substrate, 2-buffer layer, 3-upper chord, 4-lower chord, 5-web member, 6-T-shaped rod, 7-spring, 8-bulge, 9-bottom plate, 901-perforated steel bar and 902-broken line steel bar.
Detailed Description
It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are used merely for convenience of description and for simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.
The following detailed description of the embodiments of the present invention will be made with reference to the accompanying drawings.
Example 1
As shown in fig. 1, 2 and 3, the cold-formed thin-wall light steel structure floor slab comprises a base plate 1, a buffer layer 2 and a bottom plate 9, wherein the buffer layer 2 comprises a light steel truss, and in the specific implementation, the light steel truss is made of a cold-formed thin-wall light steel structure and is formed by connecting an upper chord 3, a lower chord 4 and web members 5, and the web members 5 are fixedly arranged between the upper chord 3 and the lower chord 4; the lower chord 4 is evenly distributed with through holes, the lower surface of the upper chord 3 is fixed with a T-shaped rod 6, the lower end of the T-shaped rod 6 penetrates through the through holes to extend to the outside of the lower chord 4 and is connected with a buffer spring 7, one end of the buffer spring 7, which is far away from the lower chord 4, is fixed with a bottom plate 9, and the upper surface of the bottom plate 9 is provided with a bulge 8.
The upper chord 3 and the base plate 1 are fixed by screws.
The bulges 8 are provided with through holes, perforated steel bars 901 penetrate through the through holes, and broken line steel bars 902 are placed on the perforated steel bars 901.
The broken line steel bar 902 is a wavy line structure formed by bending a high-strength steel bar.
The protrusions 8 are spherical or cylindrical, and the mechanical strength of the protrusions is improved by adopting the spherical protrusions.
The length of the part of the T-shaped rod 6, which exceeds the lower chord 4, is smaller than the distance between the top of the bulge 8 and the lower chord 4.
The above embodiments only describe the best mode of use of the existing equipment, and similar common mechanical means are used to replace the elements in the present embodiments, which fall into the protection scope.

Claims (6)

1. The utility model provides a light shaped steel structure floor of cold-formed thin wall which characterized in that: the light steel truss structure comprises a base plate (1), a buffer layer (2) and a bottom plate (9), wherein the buffer layer (2) comprises a light steel truss, the light steel truss is formed by connecting an upper chord (3), a lower chord (4) and web members (5), and the web members (5) are fixedly arranged between the upper chord (3) and the lower chord (4); evenly distributed has the through-hole on lower chord (4), the lower fixed surface of going up chord (3) has T type pole (6), the lower extreme of T type pole (6) passes the through-hole extends to lower chord (4) outside and is connected with buffer spring (7), and the one end that lower chord (4) were kept away from in this buffer spring (7) with bottom plate (9) are fixed, the upper surface of bottom plate (9) is equipped with arch (8).
2. A cold-formed thin-walled light gauge steel structural floor slab as claimed in claim 1, wherein: the upper chord (3) and the base plate (1) are fixed by screws.
3. A cold-formed thin-walled light gauge steel structural floor slab as claimed in claim 2, wherein: the bulges (8) are provided with through holes, perforated steel bars (901) penetrate through the through holes, and broken line steel bars (902) are placed on the perforated steel bars (901).
4. A cold-formed thin-walled light gauge steel structural floor slab as claimed in claim 3, wherein: the broken line steel bar (902) is a wavy linear structure formed by bending high-strength steel bars.
5. A cold-formed thin-walled light gauge steel structural floor slab as claimed in claim 4, wherein: the bulges (8) are spherical or cylindrical.
6. A cold-formed thin-walled light gauge steel structural floor slab as claimed in claim 5, wherein: the length of the part of the T-shaped rod (6) exceeding the lower chord (4) is smaller than the distance between the top of the bulge (8) and the lower chord (4).
CN201921631595.5U 2019-09-28 2019-09-28 Cold-formed thin-wall light steel structure floor slab Expired - Fee Related CN210798010U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921631595.5U CN210798010U (en) 2019-09-28 2019-09-28 Cold-formed thin-wall light steel structure floor slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921631595.5U CN210798010U (en) 2019-09-28 2019-09-28 Cold-formed thin-wall light steel structure floor slab

Publications (1)

Publication Number Publication Date
CN210798010U true CN210798010U (en) 2020-06-19

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Application Number Title Priority Date Filing Date
CN201921631595.5U Expired - Fee Related CN210798010U (en) 2019-09-28 2019-09-28 Cold-formed thin-wall light steel structure floor slab

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112411743A (en) * 2020-11-26 2021-02-26 湖南鸿阳钢结构有限公司 Novel assembled pipe truss structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112411743A (en) * 2020-11-26 2021-02-26 湖南鸿阳钢结构有限公司 Novel assembled pipe truss structure

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200619

Termination date: 20210928

CF01 Termination of patent right due to non-payment of annual fee