CN215669910U - Light gauge steel partition wall counter basin reinforcing, transferring and supporting system - Google Patents
Light gauge steel partition wall counter basin reinforcing, transferring and supporting system Download PDFInfo
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- CN215669910U CN215669910U CN202122001831.9U CN202122001831U CN215669910U CN 215669910 U CN215669910 U CN 215669910U CN 202122001831 U CN202122001831 U CN 202122001831U CN 215669910 U CN215669910 U CN 215669910U
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Abstract
The utility model provides a light gauge steel partition wall counter basin consolidates switching support system, relates to the architectural decoration field, including connecting a pair of atress support framework on the structural floor, welding a pair of adaptor and the basin frame of bolted connection between a pair of adaptor on a pair of atress support frame. The stressed supporting framework comprises a connecting plate connected to the ground through expansion bolts and a supporting column vertically welded on the connecting plate. The adaptor is a rectangular strip plate body. The basin frame comprises a pair of horizontal rods, a pair of vertical rods vertically welded at the outer ends of the horizontal rods, a lower connecting rod welded between the bottoms of the vertical rods and an upper connecting rod welded between the tops of the vertical rods. One end of the adapter is welded at the top end of the pillar, and the other end of the adapter is detachably connected with the horizontal rod through a connecting bolt. The utility model solves the problems of material waste caused by light steel keel reinforcement and influence on the integral stability of the partition wall caused by surface layer material cutting in the prior art.
Description
Technical Field
The utility model relates to the field of architectural decoration, in particular to a light steel keel partition wall counter basin reinforcing, transferring and supporting system.
Background
With the development of modern architectural decoration industry, the light steel keel partition wall is widely applied to industrial and civil buildings by virtue of the advantages of light weight, nonflammability, sound insulation, heat preservation, good earthquake resistance, quick construction, short construction period and the like.
The light steel keel partition wall uses the light steel keel as a framework, is a light non-bearing partition wall system, cannot bear large wall overhanging load, and needs to be reinforced to meet the bearing requirement of hanging the platform basin.
The traditional construction process of hanging the counter basin is to independently take root in the light steel keel partition wall by using channel steel, weld a counter basin frame on site, and cross dry and wet operations to influence the construction order. Meanwhile, the on-site welding of the counter basin frame requires high degree of fit with a finished counter basin and is seriously restricted by the technique of workers, and once an error occurs, the construction is necessary to be carried out again, so that time and labor are wasted, and material waste is also caused. Meanwhile, the traditional construction process for hanging the counter basin extends into a channel steel support inside the partition wall, the cross section is large, the shape is irregular, the cutting of a surface layer material intersected with the channel steel support is difficult, the cutting area is large, the channel steel support is easy to expose, and the overall stability, attractiveness and sound insulation effect of the partition wall are affected.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a light steel keel partition wall basin reinforcing and transferring support system, and solves the problems that in the prior art, material waste is caused by light steel keel reinforcement and the stability of the whole partition wall is influenced by surface layer material cutting.
In order to achieve the purpose, the utility model adopts the following technical scheme:
a light steel keel partition wall platform basin reinforcing and switching support system comprises a pair of stressed support frameworks connected to a structural floor slab, a pair of switching pieces welded to a pair of stressed support frames and a platform basin frame connected between the pair of switching pieces through bolts.
The stressed supporting framework comprises a connecting plate connected to the ground through expansion bolts and a supporting column vertically welded on the connecting plate.
The adaptor is a rectangular strip plate body.
The basin frame comprises a pair of horizontal rods, a pair of vertical rods vertically welded at the outer ends of the horizontal rods, a lower connecting rod welded between the bottoms of the vertical rods and an upper connecting rod welded between the tops of the vertical rods.
One end of the adapter is welded at the top end of the pillar, and the other end of the adapter is detachably connected with the horizontal rod through a connecting bolt.
Further preferred technical solution: the four corners of the connecting plate are provided with through holes for the penetration of expansion bolts.
Further preferred technical solution: the connecting plate is connected on the expansion bolt in a penetrating way and is fastened on the floor slab through a nut.
Further preferred technical solution: bolt holes are horizontally arranged at intervals at one end of the adapter.
Further preferred technical solution: the inner end of the horizontal rod is provided with through holes corresponding to the bolt holes at intervals.
Further preferred technical solution: the adaptor is made of galvanized steel sheets.
Further preferred technical solution: the vertical rod, the lower connecting rod and the upper connecting rod are galvanized angle steel.
Compared with the prior art, the utility model has the following characteristics and beneficial effects:
1, the stress support frame part of the whole system is planted and installed at the front and the back of the construction guide wall, so that the stability and the safety of the structure are enhanced. The platform basin frame part of the system is welded in a factory by using channel steel and angle steel, so that the structural integrity is enhanced, and the lateral rigidity and the bearing capacity are improved.
2, the whole system takes root independently, does not rely on partition wall fossil fragments, satisfies the atress demand, also does not have the constraint effect to partition wall itself, has ensured the security of whole wall body.
3, the galvanized steel sheet adaptor of the whole system is a universal and standardized material, simplifies the traditional counter basin reinforcing node, has smaller cross section of the wall penetrating plate, prevents the quality problems of hole leaving and cracking of the light steel keel partition wall, and ensures the attractive construction effect of the partition wall.
4, the integral type platform basin frame and the galvanized steel plate adaptor are processed in place in a factory, so that the product precision is high, the processing is fast, the seasonal constraint is small, and the problem of the technical constraint of workers is reduced. And the factory processing and the site partition wall construction are divided in order, so that the problem of simultaneous cross construction of the traditional dry and wet operation is solved, the order of the construction sequence is guaranteed, a large amount of manpower is saved, and the construction period is shortened.
5, the integral type platform basin frame and the stress support framework installed on site are assembled on site by using the finished galvanized steel plate adapter, so that the construction progress is greatly accelerated, and the integral type platform basin frame is simple to operate and convenient to install and maintain.
Drawings
Fig. 1 is a cross sectional view of the light steel keel partition wall platform basin reinforcing, transferring and supporting system.
Fig. 2 is a longitudinal section of the light steel keel partition wall platform basin reinforcing, transferring and supporting system.
Fig. 3 is a schematic structural view of the connecting plate of the present invention.
Fig. 4 is a schematic structural view of the adaptor of the present invention.
Reference numerals: 1-connecting plate, 2-pillar, 3-expansion bolt, 4-adaptor, 5-horizontal pole, 6-vertical pole, 7-connecting bolt, 8-lower connecting rod, 9-upper connecting rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 and 2, a light steel keel partition wall platform basin reinforcing and transferring support system comprises a pair of stressed support frames connected to the ground, a pair of transferring pieces 4 welded on a pair of stressed support frames, and a platform basin frame connected between the transferring pieces 4 through bolts; the connecting plate 1 and the support column 2 are hidden in the light steel keel partition wall.
The stressed support framework comprises a connecting plate 1 connected to the structural floor slab through an expansion bolt 3 and a strut 2 vertically welded on the connecting plate 1; four corners of the connecting plate 1 are provided with through holes for the penetration of expansion bolts 3; the connecting plate 1 is threaded on the expansion bolt 3 and is fastened on the floor slab through a nut.
The connecting plate 1 is a rectangular galvanized steel plate, the material of the galvanized steel plate is Q235, and the specification is 160 × 300 × 8 mm; four through holes are reserved at four corners of the connecting plate 1, and the diameter phi of each through hole is 10 mm; the connecting plate 1 is used as a post-implantation plate of the stress supporting framework and plays a role in fixing.
Referring to fig. 3, the connecting plate 1 serves as a rear embedded plate of the supporting framework and plays a role in fixing.
The strut 2 is galvanized channel steel, and the galvanized channel steel is No. 8 channel steel; the pillar 2 is welded at the center of the connecting plate 1, the fillet weld height is 5mm, and the pillar is fully welded; the support column 2 plays a role of bearing force.
The expansion bolt 3 is a galvanized expansion bolt with the specification of M8 x 100 mm; the expansion bolts 3 are horizontally spaced by 110mm and vertically spaced by 180 mm.
Referring to fig. 4, the adaptor 4 is a rectangular strip plate; the material is Q235 galvanized steel sheet, and the specification is 80 × 300 × 8 mm; two bolt holes are horizontally arranged at one end of the adapter 4 at intervals, the diameter phi of each bolt hole is 14mm, and the pitch of the bolt holes is 100 mm; the height of the adaptor 4 is set according to the height of the counter basin.
The platform basin frame comprises a pair of horizontal rods 5, a pair of vertical rods 6 vertically welded at the outer ends of the horizontal rods 5, a lower connecting rod 8 welded between the bottom ends of the vertical rods 6 and an upper connecting rod 9 welded between the top ends of the vertical rods 6; the whole counter basin frame is welded in a factory.
The horizontal rod 5 is 8# galvanized channel steel, two through holes are formed in the inner end of the horizontal rod at intervals, the diameter phi of each through hole is 14mm, the hole pitch is 100mm, and the diameter phi of each through hole is the same as that of a bolt hole in the adapter 4; the horizontal bars 5 serve as edge support structures for the basin frame, and the spacing between a pair of horizontal bars 5 is determined according to the basin spacing.
The vertical rods 6, the lower connecting rods 8 and the upper connecting rods 9 are galvanized angle steels with the specification of 40 × 3 mm; the vertical rod 6, the lower connecting rod 8 and the upper connecting rod 9 which are connected in a welding mode are used as a surrounding structure of the platform basin frame; the stress effect of the veneer is satisfied.
One end of the adapter 4 is welded at the top end of the pillar 2, the fillet weld is 5mm in height and is in full-weld connection; the other end of the adapter 4 is detachably connected with the horizontal rod 5 through a connecting bolt 7.
The connecting bolts 7 are galvanized bolts with the specification of M12 x 40 mm.
The utility model is used for meeting the requirement of installing the cantilever platform basin on the light steel keel partition wall of the toilet.
The utility model can effectively solve the problem that the partition wall counter basin is not attractive in installation effect, and simultaneously provides a switching support system with strong stability and high construction speed for the reinforcement design and construction of the light steel keel partition wall counter basin.
The stress support frame part of the whole system is planted and installed at the front and the back of the construction guide wall, so that the stability and the safety of the structure are enhanced. The platform basin frame part of the system is welded in a factory by using channel steel and angle steel, so that the structural integrity is enhanced, and the lateral rigidity and the bearing capacity are improved.
The whole system takes root independently, does not depend on the partition wall keel, meets the stress requirement, has no constraint effect on the partition wall, and ensures the safety of the whole wall body.
The galvanized steel plate adaptor of the whole system is a universal and standardized material, simplifies the traditional counter basin reinforcing node, has a smaller cross section through the wall plate, prevents the quality problems of hole leaving and cracking of the light steel keel partition wall, and ensures the attractive construction effect of the partition wall.
The integral type platform basin frame and the galvanized steel plate adaptor are processed in place in a factory, the product precision is high, the processing is fast, the seasonal constraint is small, and the problem of the technical constraint of workers is reduced. And the factory processing and the site partition wall construction are divided in order, so that the problem of simultaneous cross construction of the traditional dry and wet operation is solved, the order of the construction sequence is guaranteed, a large amount of manpower is saved, and the construction period is shortened.
The integral type platform basin frame and the on-site post-planting stress supporting framework are assembled on site by using the finished galvanized steel plate adaptor, so that the construction progress is greatly accelerated, and the integral type platform basin frame and the on-site post-planting stress supporting framework are simple to operate and convenient to install and maintain.
The utility model relates to a specific installation process of a light steel keel partition wall platform basin reinforcing, switching and supporting system, which comprises the following steps:
before construction, completing the paying-off work of a light steel keel partition wall control line, a platform basin position central line, an edge control line and the like on site according to a deepened design drawing.
And 2, deepening a processing drawing of the integral type basin frame and the adaptor according to the basin type selection and specification, and processing the finished basin frame and the adaptor in a factory.
3, according to the deepening design drawing, connecting plate 1 adopts four expansion bolts 3 to be connected with the structure floor, welds pillar 2 on connecting plate 1 simultaneously, accomplishes the fixed back of atress support framework, and the formwork is watered C25 pea gravel concretes, forms light gauge steel and leads the wall system.
4, welding the adaptor 4 processed in the factory on the support 2 of the installed stress supporting framework.
5, installing the light steel keel partition wall keel, filling rock wool, sealing plates, waterproofing, facing materials and the like according to a deepening design drawing; note that the facing material and the base plate that intersect the adapter need to be cut in advance, with the cut edge being 5mm greater than the adapter cross-section.
And 6, installing the integral type platform basin frame, fixing the finished integral type platform basin frame on the adapter in a connecting bolt connection mode, wherein the width of the lap joint is more than 150 mm.
And 7, mounting a table top plate, a table basin and the like.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (7)
1. The utility model provides a light gauge steel partition wall counter basin consolidates switching support system which characterized in that: the structure comprises a pair of stressed supporting frameworks connected to a structural floor slab, a pair of adapter pieces (4) welded on a pair of stressed supporting frames and a basin frame connected between the pair of adapter pieces (4) through bolts;
the stressed supporting framework comprises a connecting plate (1) connected to the ground through an expansion bolt (3) and a strut (2) vertically welded on the connecting plate (1);
the adaptor (4) is a rectangular strip plate body;
the basin frame comprises a pair of horizontal rods (5), a pair of vertical rods (6) vertically welded at the outer ends of the horizontal rods (5), a lower connecting rod (8) welded between the bottoms of the vertical rods (6) and an upper connecting rod (9) welded between the top ends of the vertical rods (6);
one end of the adapter (4) is welded at the top end of the support column (2), and the other end of the adapter is detachably connected with the horizontal rod (5) through a connecting bolt (7).
2. The light gauge steel partition wall counter basin reinforcing, transferring and supporting system of claim 1, wherein: four corners of the connecting plate (1) are provided with through holes for the penetration of the expansion bolts (3).
3. The light gauge steel partition wall counter basin reinforcing, transferring and supporting system of claim 2, wherein: the connecting plate (1) is connected on the expansion bolt (3) in a penetrating way and is fastened on the floor slab through a nut.
4. The light gauge steel partition wall counter basin reinforcing, transferring and supporting system of claim 1, wherein: bolt holes are horizontally arranged at intervals at one end of the adapter (4).
5. The light gauge steel partition wall counter basin reinforcing, transferring and supporting system of claim 4, wherein: the inner end of the horizontal rod (5) is provided with through holes corresponding to the bolt holes at intervals.
6. The light gauge steel partition wall counter basin reinforcing, transferring and supporting system of claim 1, wherein: the adaptor (4) is made of galvanized steel sheets.
7. The light gauge steel partition wall counter basin reinforcing, transferring and supporting system of any one of claims 1 to 6, wherein: the vertical rod (6), the lower connecting rod (8) and the upper connecting rod (9) are galvanized angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122001831.9U CN215669910U (en) | 2021-08-24 | 2021-08-24 | Light gauge steel partition wall counter basin reinforcing, transferring and supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122001831.9U CN215669910U (en) | 2021-08-24 | 2021-08-24 | Light gauge steel partition wall counter basin reinforcing, transferring and supporting system |
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| Publication Number | Publication Date |
|---|---|
| CN215669910U true CN215669910U (en) | 2022-01-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122001831.9U Expired - Fee Related CN215669910U (en) | 2021-08-24 | 2021-08-24 | Light gauge steel partition wall counter basin reinforcing, transferring and supporting system |
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| CN (1) | CN215669910U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960852A (en) * | 2022-04-02 | 2022-08-30 | 中国建筑装饰集团有限公司 | Cantilever support frame capable of being rapidly disassembled and assembled and installation method thereof |
-
2021
- 2021-08-24 CN CN202122001831.9U patent/CN215669910U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960852A (en) * | 2022-04-02 | 2022-08-30 | 中国建筑装饰集团有限公司 | Cantilever support frame capable of being rapidly disassembled and assembled and installation method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220128 |
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| CF01 | Termination of patent right due to non-payment of annual fee |