CN219204006U - Light steel joist partition bridge support suitable for electric vertical shaft - Google Patents
Light steel joist partition bridge support suitable for electric vertical shaft Download PDFInfo
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- CN219204006U CN219204006U CN202320171807.6U CN202320171807U CN219204006U CN 219204006 U CN219204006 U CN 219204006U CN 202320171807 U CN202320171807 U CN 202320171807U CN 219204006 U CN219204006 U CN 219204006U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Abstract
The utility model discloses a light steel joist partition bridge bracket suitable for an electric vertical shaft, which comprises a plurality of reinforced steel columns, wherein the reinforced steel columns are arranged at equal intervals in the light steel joist partition, the reinforced steel columns comprise vertical hot-dip galvanized steel channels, the bottoms of the vertical hot-dip galvanized steel channels are welded with first steel plates, transverse hot-dip galvanized steel channels are welded on the first steel plates, reserved holes of the electric vertical shaft are horizontally penetrated, two ends of each transverse hot-dip galvanized steel channel are respectively welded with a second steel plate and fixedly connected with a floor slab through expansion bolts, each vertical hot-dip galvanized steel channel is provided with a fulcrum at intervals of 1.8m in the vertical direction, hot-dip galvanized steel angles are welded on the hot-dip galvanized steel angles, each vertical hot-dip galvanized steel channel is provided with a plurality of pull nodes in the vertical direction, and hot-dip galvanized square steels are adopted to be mutually tied between the pull nodes of the adjacent vertical hot-dip galvanized steel channels. The utility model can support the weight of the distribution box panel, the vertical trunking and the cables inside the vertical trunking, avoid the cross operation of the electromechanical profession and the civil engineering profession, and greatly reduce the construction period of electromechanical installation.
Description
Technical Field
The utility model belongs to the technical field of electromechanical installation, and particularly relates to a light steel keel partition bridge bracket suitable for an electric vertical shaft.
Background
The light steel joist partition wall is mostly adopted in the current building secondary structure wall, and the partition wall is convenient and concise in construction and low in cost for civil engineering profession, but has a few defects for electromechanical profession. The keel of the light steel keel partition wall can not support the weight of the distribution box panel, the vertical trunking and the internal cable of the vertical trunking, if the profile steel is adopted as the reinforcing keel, the cross operation with civil engineering and the like are involved, so that the labor cost is increased, and the construction period is prolonged.
Disclosure of Invention
In order to solve the problems, the utility model provides a light steel keel partition bridge bracket suitable for an electric vertical shaft, which solves the problems that the existing light steel keel partition cannot support the weight of a distribution box board, and the cross operation with civil engineering increases the labor cost and the construction period.
In order to achieve the above object, the present utility model provides a light steel joist partition bridge frame support suitable for an electric vertical shaft, comprising:
the steel columns are arranged at equal intervals along the outer sides of horizontal keels in the light steel keel partition walls, the steel columns penetrate through an electric vertical shaft from top to bottom, the steel columns comprise vertical hot-dip galvanized steel channels, a first steel plate is arranged at the bottom of each vertical hot-dip galvanized steel channel and is welded with each vertical hot-dip galvanized steel channel, transverse hot-dip galvanized steel channels are welded on the first steel plate, reserved holes of the electric vertical shaft are horizontally penetrated through by the transverse hot-dip galvanized steel channels, second steel plates are welded at the two ends of each transverse hot-dip galvanized steel channel respectively, the second steel plates are fixedly connected with a floor slab through expansion bolts, a fulcrum is arranged at intervals of 1.8m in the vertical hot-dip galvanized steel channels, hot-dip galvanized steel angles are welded on the vertical hot-dip galvanized steel angles, a pull node is arranged at intervals of 3m in the vertical hot-dip galvanized steel channels, and hot-dip galvanized square steel mutual pull knots are adopted between pull nodes of adjacent vertical hot-dip galvanized steel channels.
According to a specific embodiment of the utility model, the four corner points of the first steel plate are respectively provided with expansion bolts, and the first steel plate is fixedly connected with the floor slab through the expansion bolts.
According to one embodiment of the utility model, the first steel plate is located at a distance of 50mm from the electric shaft wall.
According to one embodiment of the utility model, two ends of the transverse hot dip galvanized channel steel respectively exceed the edge of the hole by 100mm.
According to one embodiment of the utility model, the hot dip galvanized angle steel exceeds the wall surface by 500mm.
According to one embodiment of the utility model, the two reinforcing steel bars are spaced apart in the range 600mm-800mm.
According to one embodiment of the utility model, the first steel plate has dimensions 220mm x 8mm.
According to one embodiment of the utility model, the second steel plate has dimensions 100mm x 8mm.
According to one specific embodiment of the utility model, the model number of the vertical hot dip galvanized channel steel is 8# hot dip galvanized channel steel.
According to one embodiment of the utility model, the transverse hot dip galvanized channel steel is 5# hot dip galvanized channel steel.
Compared with the prior art, the light steel joist partition bridge bracket suitable for the electric vertical shaft can support the weight of the distribution box panel, the vertical trunking and the internal cable of the vertical trunking, effectively solves the problem of the installation procedure of the electric vertical shaft, avoids the cross operation of the electromechanical profession and the civil engineering profession, and greatly shortens the construction period of electromechanical installation.
Drawings
Fig. 1 is a plan view of a light gauge steel bulkhead bridge frame adapted for an electrical hoistway according to an embodiment of the present utility model.
Fig. 2 is an elevation view of a light gauge steel bulkhead bridge frame adapted for an electrical hoistway according to an embodiment of the present utility model.
Fig. 3 is a cross-sectional view of a reinforced steel column provided in accordance with an embodiment of the present utility model.
Reference numerals:
1-vertical hot dip galvanizing channel steel; 2-a first steel plate; 3-expansion bolts; 4-transverse hot galvanizing channel steel; 5-an electric shaft; 6-a second steel plate; 7-distribution box.
Detailed Description
In order to make the concept and idea of the present utility model more clearly understood by those skilled in the art, the present utility model is described in detail with reference to specific embodiments. It is to be understood that the embodiments presented herein are only a portion of all embodiments that the utility model may have. Those skilled in the art, after having read the present specification, will be able to make modifications, alterations, or substitutions to some or all of the embodiments described below, which are also within the scope of the utility model as claimed.
The terms "first," "second," and the like, herein do not denote any order, quantity, or importance, but rather are used to distinguish one element from another. The terms "a," "an," and other similar words are not intended to mean that there is only one thing, but rather that the description is directed to only one of the thing, which may have one or more. In this document, the terms "comprise," "include," and other similar words are intended to denote a logical relationship, but not to be construed as implying a spatial structural relationship. For example, "a includes B" is intended to mean that logically B belongs to a, and not that spatially B is located inside a. In addition, the terms "comprising," "including," and other similar terms should be construed as open-ended, rather than closed-ended. For example, "a includes B" is intended to mean that B belongs to a, but B does not necessarily constitute all of a, and a may also include other elements such as C, D, E.
The terms "embodiment," "this embodiment," "an embodiment," "one embodiment," and the like herein do not denote that the descriptions are merely applicable to one particular embodiment, but rather denote that the descriptions are also applicable to one or more other embodiments. It will be appreciated by those skilled in the art that any descriptions of one embodiment herein may be substituted, combined, or otherwise combined with those illustrated in another embodiment or embodiments, and that new embodiments may be substituted, combined, or otherwise combined as would be apparent to one skilled in the art and fall within the scope of the utility model.
Example 1
Additional aspects and advantages of embodiments of the utility model will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of embodiments of the utility model. Referring to fig. 1-3, an embodiment of the present utility model provides a light steel keel partition bridge frame support suitable for an electrical shaft, including:
the reinforced steel columns are arranged at equal intervals along the outer sides of horizontal keels in the light steel keel partition walls, in the embodiment of the utility model, the interval range of the two reinforced steel columns is 600mm-800mm, the plurality of reinforced steel columns vertically penetrate through an electric vertical shaft 5, the reinforced steel columns comprise vertical hot dip galvanizing channel steel 1, the bottom of the vertical hot dip galvanizing channel steel 1 is provided with a first steel plate 2, the first steel plate 2 is 50mm away from an electric vertical shaft wall, the size of the first steel plate 2 in the embodiment of the utility model is 220mm, 220mm is 8mm, four corner points of the first steel plate 2 are respectively provided with expansion bolts 3, the first steel plate 2 is fixedly connected with a floor slab through the expansion bolts 3, the first steel plate 2 is welded with the vertical hot dip galvanizing channel steel 1, the first steel plate 2 is welded with a transverse hot dip galvanizing channel steel 4, two ends of the transverse hot dip galvanizing channel steel 4 respectively exceed the edge of a hole by 100mm, two ends of the transverse hot dip galvanizing channel steel 4 are respectively welded with a second steel plate 6, the size of the second steel plate 6 in the embodiment of 100mm is 100mm, the second steel plate 6 is welded with a floor slab every other 100mm, the second steel plate 6 is fixedly connected with the floor slab through the expansion bolts 1.8 mm along the vertical steel plate 1, and the expansion bolts are welded with the floor slab along 500mm. The hot dip galvanized steel angles are welded with transverse hot dip galvanized steel channels 4, the vertical hot dip galvanized steel channels 1 are provided with a pulling joint at intervals of 3m along the vertical direction, and the pulling joints of the adjacent vertical hot dip galvanized steel channels 1 are mutually pulled and knotted by adopting hot dip galvanized square steel. The model of the vertical hot dip galvanized channel steel 1 is 8# hot dip galvanized channel steel, and the model of the horizontal hot dip galvanized channel steel 4 is 5# hot dip galvanized channel steel.
According to the embodiment of the utility model, the plurality of reinforced steel columns are arranged in the light steel joist partition wall, and the plurality of transverse hot galvanizing channel steel 4 are arranged on the reinforced steel columns, so that the supporting force of the distribution box 7, the vertical trunking and the internal cable thereof in the electric vertical shaft is enhanced, the structure is simple, the installation is convenient, the cross operation of the electromechanical major and the civil engineering major is avoided, and the construction period and the labor cost of the electromechanical installation are greatly reduced.
Example 2
The embodiment of the utility model provides a construction method of a light steel joist partition bridge bracket suitable for an electric vertical shaft, which specifically comprises the following steps:
in the light steel joist partition wall, a vertical hot dip galvanized channel steel 1 is arranged at intervals of 600-800 mm outside the horizontal joist to serve as a reinforcing steel column, and the vertical hot dip galvanized channel steel is vertically penetrated through the whole electric vertical shaft.
And secondly, welding a first steel plate 2 at the bottom of the vertical hot dip galvanized channel steel 1, and fixing the first steel plate 2 on a floor slab through an expansion bolt 3, wherein the outer side of the first steel plate 2 exceeds 50mm of a wall body.
And thirdly, welding a transverse hot dip galvanized channel steel 4 on the first steel plate 2 which exceeds the wall body by 50mm, horizontally penetrating through the reserved hole of the whole electric shaft, respectively exceeding the edges of the hole by 100mm at two ends of the transverse hot dip galvanized channel steel 4, respectively welding and fixing the two ends of the transverse hot dip galvanized channel steel with the second steel plate 6, and fixing the two ends of the transverse hot dip galvanized channel steel on a floor slab by adopting expansion bolts.
And fourthly, setting a pulling node at intervals of 3m on the vertical hot dip galvanized channel steel 1, and mutually pulling and bonding the adjacent vertical hot dip galvanized channel steel 1 by adopting hot dip galvanized square steel.
Fifthly, setting a fulcrum at intervals of 1.8m in the vertical direction of the vertical hot dip galvanized steel channel 1, respectively welding and leading out 50 x 5 hot dip galvanized steel angles from each fulcrum outwards, exceeding the wall surface by 500mm, welding the transverse hot dip galvanized steel channel 4 on the upper part of the hot dip galvanized steel angle as a bracket cross arm, wherein the bracket cross arm and the cross arm of the floor stand are in the same line in the vertical direction, and each bracket cross arm and the bridge have two fixed points.
It should be noted that the reinforced steel column is constructed before the gypsum board is installed, and the position of the reinforced steel column is marked on the gypsum board after the gypsum board is installed. When the distribution box (wall-mounted distribution box or distribution box) is installed, the weight of the distribution box is limited to be within 40kg, and if the weight exceeds the limit, the reinforced steel column keel frame is required to be additionally arranged according to the actual engineering construction requirement.
In summary, the light steel keel partition bridge bracket suitable for the electric vertical shaft can support the weight of the distribution box panel, the vertical trunking and the internal cables thereof, effectively solves the problem of the installation procedure of the electric vertical shaft, avoids the cross operation of the electromechanical profession and the civil engineering profession, and greatly shortens the construction period of electromechanical installation.
The concepts, principles and concepts of the utility model have been described above in connection with specific embodiments (including examples and illustrations). It will be appreciated by those skilled in the art that embodiments of the utility model are not limited to the forms set forth above, but that after reading the present specification, those skilled in the art can make any possible modifications, substitutions and equivalents of the steps, methods, systems, components of the above embodiments, which are intended to fall within the scope of the utility model, which is defined only by the claims.
Claims (10)
1. Light gauge steel partition wall bridge support suitable for electric shaft, its characterized in that includes: the steel column is arranged at equal intervals along the outer side of a horizontal keel in a light steel keel partition wall, the steel columns are vertically penetrated through an electric vertical shaft, the steel column comprises vertical hot-dip galvanized steel channels, a first steel plate is arranged at the bottom of the vertical hot-dip galvanized steel channels, the first steel plate is connected with the vertical hot-dip galvanized steel channels in a welded mode, transverse hot-dip galvanized steel channels are welded on the first steel plate, reserved holes of the electric vertical shaft are horizontally penetrated through by the transverse hot-dip galvanized steel channels, second steel plates are welded at two ends of the transverse hot-dip galvanized steel channels respectively, the second steel plates are fixedly connected with a floor slab through expansion bolts, a fulcrum is arranged at intervals of 1.8m in the vertical hot-dip galvanized steel channels, hot-dip galvanized steel angles are welded on the fulcrum, a pull node is arranged at intervals of 3m in the vertical hot-dip galvanized steel channels in the vertical direction, and the hot-dip galvanized steel square steel is mutually pulled and bonded between the pull nodes of the vertical steel channels.
2. The light steel keel partition bridge frame support suitable for an electric shaft according to claim 1, wherein the four corner points of the first steel plate are respectively provided with expansion bolts, and the first steel plate is fixedly connected with a floor slab through the expansion bolts.
3. The light steel keel spacer bridge frame for an electrical hoistway of claim 1, wherein said first steel plate is 50mm from the electrical hoistway wall.
4. The light gauge steel bridge support for an electrical shaft of claim 1, wherein the two ends of the transverse hot dip galvanized channel steel extend 100mm beyond the edges of the opening.
5. The light gauge steel spacer bridge frame for an electrical shaft of claim 1, wherein said hot dip angle exceeds the wall surface by 500mm.
6. The light gauge steel bridge frame support for an electrical hoistway of claim 1, wherein the two reinforcing steel bars are spaced apart in the range of 600mm to 800mm.
7. The light gauge steel spacer bridge frame for an electrical hoistway of claim 1, wherein said first steel plate has dimensions 220mm x 8mm.
8. The light gauge steel spacer bridge frame for an electrical hoistway of claim 1, wherein said second steel plate has dimensions of 100mm x 8mm.
9. The light steel joist partition bridge frame support suitable for an electrical shaft of claim 1, wherein the vertical hot dip zinc channel is model number 8 hot dip zinc channel.
10. The light gauge steel spacer bridge frame support for an electrical shaft of claim 1, wherein the transverse hot dip galvanized channel is model number 5 hot dip galvanized channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320171807.6U CN219204006U (en) | 2023-02-10 | 2023-02-10 | Light steel joist partition bridge support suitable for electric vertical shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320171807.6U CN219204006U (en) | 2023-02-10 | 2023-02-10 | Light steel joist partition bridge support suitable for electric vertical shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219204006U true CN219204006U (en) | 2023-06-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320171807.6U Active CN219204006U (en) | 2023-02-10 | 2023-02-10 | Light steel joist partition bridge support suitable for electric vertical shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219204006U (en) |
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2023
- 2023-02-10 CN CN202320171807.6U patent/CN219204006U/en active Active
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