CN217734540U - Assembled staple bolt furred ceiling conversion layer structure - Google Patents
Assembled staple bolt furred ceiling conversion layer structure Download PDFInfo
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- CN217734540U CN217734540U CN202222176893.8U CN202222176893U CN217734540U CN 217734540 U CN217734540 U CN 217734540U CN 202222176893 U CN202222176893 U CN 202222176893U CN 217734540 U CN217734540 U CN 217734540U
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- 238000006243 chemical reaction Methods 0.000 title claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 101
- 239000010959 steel Substances 0.000 claims abstract description 101
- 239000004567 concrete Substances 0.000 claims abstract description 8
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 12
- 239000008397 galvanized steel Substances 0.000 claims description 12
- 238000009434 installation Methods 0.000 abstract description 13
- 238000010276 construction Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 208000028571 Occupational disease Diseases 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 210000005069 ears Anatomy 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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Abstract
An assembled hoop suspended ceiling transfer floor structure comprises a main body structure and a hoop structure, wherein the main body structure comprises steel frame beams, profiled steel sheets and a concrete roof which are sequentially arranged from bottom to top, and the steel frame beams are arranged on the bottom surfaces of the profiled steel sheets at intervals; the hoop structure comprises a hoop arranged on the steel frame beam, and an angle steel suspender is bolted to the lower part of the hoop; the anchor ear comprises vertical screw rods arranged on the left side and the right side of the steel frame beam, and upper stress parts and stress anchor ear angle steel which are arranged above and below the steel frame beam, wherein the upper parts of the vertical screw rods penetrate through the upper stress parts, and the lower parts of the vertical screw rods penetrate through the stress anchor ear angle steel and are connected through double nuts and gaskets. The assembly type installation method has the advantages that the effect of assembly type installation can be achieved by the aid of modular processing and field installation after the processing is finished, the installation is convenient and fast, material loss is reduced, the construction period is shortened, and the cost is saved.
Description
Technical Field
The application relates to the field of building construction, in particular to an assembled hoop and ceiling conversion layer structure.
Background
According to the traditional metal aluminum plate suspended ceiling, if the structural floor slab is a reinforced concrete structural floor slab, the suspended ceiling is directly fixed by an anchor bolt, expansion or bar planting to form a stressed suspension rod, and if the structural floor slab is a profiled steel plate, structural I-steel or H-steel beam and concrete combined floor slab, the suspended ceiling is stressed by hooping conversion stress on legs of the I-steel or lower wing plates of the H-steel. However, when the structural floor slab is a floor slab combined by profiled steel sheets, structural box-type square steel beams and concrete, the fixing and mounting method of the ceiling stress hanger rod is not perfect, and the reference standard drawing set and the patent work method are few.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an assembled staple bolt furred ceiling conversion layer structure, there is the clearance all can regard as optional staple bolt point in the position of the shank of I-steel and the lower pterygoid lamina of H steel, has solved the stress of welding because of can't carrying out the structural steel roof beam and can't punching crab-bolt, the fixed atress problem of bar planting on concrete floor of prior art middling pressure shaped steel board, steel construction beam and concrete combination's structural floor.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides an assembled staple bolt furred ceiling conversion layer structure, includes major structure and staple bolt structure, its characterized in that: the main structure comprises a steel frame beam, a profiled steel sheet and a concrete roof which are sequentially arranged from bottom to top, wherein the steel frame beam is arranged on the bottom surface of the profiled steel sheet at intervals; the anchor ear structure comprises an anchor ear arranged on the steel frame beam, and the lower part of the anchor ear is bolted with an angle steel suspender; the staple bolt is including the vertical lead screw of locating the steel frame roof beam left and right sides and upper portion atress spare and the atress staple bolt angle steel of locating steel frame roof beam top and below, vertical lead screw upper portion passes all to be connected through two nuts and gasket after upper portion atress spare, lower part pass atress staple bolt angle steel, the vertical lead screw of the left and right sides and the groined type structure that upper portion atress spare and atress staple bolt angle steel enclose, the inside mouth style of calligraphy space of groined type structure is for state the spacing space of steel frame roof beam.
Further preferably, the upper stress piece and the stress hoop angle steel are both horizontally arranged.
Furthermore, the upper stress piece is tightly attached to the top surface of the angle steel suspender and is positioned in the arch of the profiled steel sheet.
Further, the distance between adjacent hoops is 1200-1500mm.
In addition, a side plate face of the stress hoop angle steel is abutted to the bottom face of the steel frame beam, and the other side plate is vertically arranged and fixed with the angle steel hanging rod through bolts.
More preferably, the upper force bearing member is a galvanized steel plate with the thickness of 60 x 8mm or a galvanized angle steel with the thickness of 50 x 5
Compared with the prior art the utility model has the following characteristics and beneficial effect:
what this application mounting means all taken is the bolt joint, has avoided the welding jobs between the staple bolt system, compares welded connection through bolted connection can be pine, can be tight, removable, adjustable, and on-the-spot adjustment degree and maneuverability and removable modification are stronger easier, more nimble, the environmental pollution who also avoids simultaneously, has also avoided welding jobs to lead to the production of workman's occupational disease.
The assembly type installation method has the advantages that the effects of assembly type installation can be achieved by adopting modular processing and field installation after the processing is finished, the installation is convenient and fast, the material loss is reduced, the construction period is shortened, and the cost is saved.
Drawings
Fig. 1 is a schematic structural view of a structure of a conversion layer of an assembled hoop ceiling according to the present application;
fig. 2 is a side view of fig. 1.
Detailed Description
In order to make the technical means, innovative features, objectives and functions realized by the present invention easy to understand, the present invention will be further described below.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other embodiments that are obvious based on the disclosure of the claims and the specification herein, including those that employ any obvious substitutions and modifications to the embodiments described herein.
An assembled hoop ceiling conversion layer structure is shown in figures 1 and 2 and comprises a main body structure 1 and a hoop structure 2, wherein the main body structure 1 comprises steel frame beams 11, profiled steel plates 12 and a concrete roof 13 which are sequentially arranged from bottom to top, and the steel frame beams 11 are arranged on the bottom surfaces of the profiled steel plates 12 at intervals; the hoop structure 2 comprises a hoop arranged on the steel frame beam 11, and an angle steel suspender 6 is bolted to the lower part of the hoop; the anchor ear comprises vertical screw rods 4 arranged on the left side and the right side of a steel frame beam 11, upper stress pieces 3 and stress anchor ear angle steel 5 arranged above and below the steel frame beam 11, wherein the upper parts of the vertical screw rods 4 penetrate through the upper stress pieces 3, the lower parts of the vertical screw rods penetrate through the stress anchor ear angle steel 5 and are connected through double nuts and gaskets, the vertical screw rods 4 on the left side and the right side are in a groined structure surrounded by the upper stress pieces 3 and the stress anchor ear angle steel 5, a square space inside the groined structure is a steel frame beam limiting space, the upper stress pieces 3 and the stress anchor ear angle steel 5 are arranged horizontally, the upper stress pieces 3 are tightly attached to the top surface of an angle steel suspender 6 and are positioned inside an arch of a profiled steel plate 12, the distance between adjacent anchor ears is 1200-1500mm, one side plate surface of the stress anchor ear angle steel 5 is abutted to the bottom surface of the steel frame beam 11, the other side plate is vertically arranged and fixed with the suspender 6 through a bolt, the upper stress piece 3 is a galvanized steel plate with the thickness of 60 mm, or the galvanized steel plate with the thickness of 50.
Positioning and blanking of the hoop: the horizontal location of staple bolt will use on-the-spot actual structure girder steel as the basis, and its horizontal location will be on a straight line with the structure girder steel to just install on the structure girder steel, the vertical location of staple bolt will be according to the furred ceiling be the weight determination longitudinal separation distance of furred ceiling conversion layer, generally be 1200mm. And when the transverse and longitudinal positioning of the anchor ear is determined, the anchor ear is installed. The cross section size of the steel beam of the site structure is known before installation, so that the lengths of the 60 × 8 galvanized steel plate, the phi 12 threaded screw rod and the 50 × 5 hoop angle steel and the positions of the slotted holes are determined, and the elevation of the structural steel beam, the elevation of the suspended ceiling or the elevation and the connecting nodes of the suspended ceiling conversion layer are known, so that the length of the 50 × 5 angle steel hanging rod is determined, and the material is placed.
And (3) installing a hoop system: the installation sequence is as follows: 60 x 8 galvanized steel plate → two phi 12 threaded lead screws and galvanized steel plate installation → 50 x 5 hoop angle steel and two phi 12 threaded lead screws → nut adjustment and fastening → 50 x 5 angle steel hanger rods are installed.
Specifically, the method comprises the following steps:
the device specifically works as follows:
1) The conversion of atress, the atress transmission of whole furred ceiling is as follows: suspended ceiling gravity → suspended ceiling transfer layer → stressed angle steel hanger rod (angle steel hanger rod) → steel beam hoop system (switching system) → structural box beam (steel beam).
2) The 500 x 60 x 8 galvanized steel plate is arranged at the upper opening of the structural box-shaped beam, the concave-convex section of the profiled steel plate is at a concave position, the concave-convex depth of the profiled steel plate is not large, so that only steel plates can be selected, and if the depth is deep enough, the stress of thinner angle steel can be further selected, wherein the length of the 60 x 8 galvanized steel plate is determined according to the width of the section of the structural box-shaped beam, and the 500 x 60 x 8 galvanized steel plate can well punch the long hole of the phi 12 threaded screw rod before being arranged.
3) Two phi 12 threaded lead screws are connected with the 500 x 60 x 8 galvanized steel plate by adopting matched nuts and gaskets, the two phi 12 threaded lead screws are respectively arranged at two sides of the structural box-shaped beam, the phi 12 threaded lead screws not only play a role in integral force transmission, but also play a role in fastening the whole hoop lifting system, and prevent the whole system from loosening, wherein the length of the phi 12 threaded lead screws is determined according to the length of the cross section of the structural box-shaped beam.
4) The method comprises the steps of installing 50 x 5 galvanized hoop angle steel on the lower opening of a structural box-shaped beam, connecting the angle steel and two phi 12 threaded screw rods by adopting matched nuts and gaskets, forming a 'well' -shaped hoop system by using 500 x 60 x 8 galvanized steel plates, two phi 12 threaded screw rods and 50 x 5 galvanized hoop angle steel, embracing the structural steel beam, tightly embracing the structural steel beam by loosening and tightening the phi 12 threaded screw rod nut to achieve the stabilizing and fastening effects of the whole hoop system, drilling long holes of the phi 12 threaded screw rods and M8 bolts before the angle steel is installed, and determining the length of the same angle steel according to the width of the cross section of the structural box-shaped beam.
5) Adopt the M8 bolt with 50 the stress angle steel jib of 50 the 5 staple bolt angle steel to bolt, need make the round hole of M8 bolt well before the angle steel jib is installed, the length of stress angle steel jib is adjusted according to the height that the suspended ceiling mark is high.
The installation work of all the hoop systems is completed through the steps, the hoop systems are not only suitable for the stress of a suspended ceiling, but also suitable for the stress conversion of all electromechanical pipelines, air pipes, bridges and large-scale lamps, meanwhile, the conventional welding operation is avoided, all the hoop systems are connected through bolts, the installation and construction of finished products are simple, the effect of assembly type construction is achieved, the construction efficiency is improved, and the labor cost is saved.
The utility model discloses the part that does not relate to all is the same with prior art or can adopt prior art to realize.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention 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 (6)
1. The utility model provides an assembled staple bolt furred ceiling conversion layer structure, includes major structure (1) and staple bolt structure (2), its characterized in that: the main structure (1) comprises a steel frame beam (11), a profiled steel sheet (12) and a concrete roof (13) which are sequentially arranged from bottom to top, wherein the steel frame beam (11) is arranged on the bottom surface of the profiled steel sheet (12) at intervals; the hoop structure (2) comprises a hoop arranged on the steel frame beam (11), and an angle steel suspender (6) is bolted to the lower part of the hoop; the staple bolt is including vertical lead screw (4) of locating steel frame roof beam (11) the left and right sides and upper portion atress spare (3) and atress staple bolt angle steel (5) of locating steel frame roof beam (11) top and below, vertical lead screw (4) upper portion is passed upper portion atress spare (3), the lower part is passed and all is connected through two nuts and gasket behind atress staple bolt angle steel (5), the groined type structure that vertical lead screw (4) and upper portion atress spare (3) and atress staple bolt angle steel (5) of the left and right sides enclose, the inside mouthful style of calligraphy space of groined type structure is for stating the spacing space of steel frame roof beam.
2. The fabricated hoop ceiling conversion layer structure as claimed in claim 1, wherein: the upper stress piece (3) and the stress hoop angle steel (5) are arranged horizontally.
3. The fabricated hoop ceiling conversion layer structure as claimed in claim 1, wherein: the upper stress piece (3) is arranged close to the top surface of the angle steel suspender (6) and is positioned in the arch of the profiled steel sheet (12).
4. The fabricated hoop ceiling conversion layer structure as claimed in claim 1, wherein: the distance between adjacent hoops is 1200-1500mm.
5. The fabricated hoop ceiling conversion layer structure as claimed in claim 1, wherein: the stress hoop angle steel (5) is characterized in that the surface of one side plate is abutted to the bottom surface of the steel frame beam (11), and the other side plate is vertically arranged and fixed with the angle steel suspender (6) through a bolt.
6. The fabricated hoop ceiling conversion layer structure as claimed in any one of claims 1 to 5, wherein: the upper stress piece (3) is a galvanized steel plate with the thickness of 60 x 8mm or a galvanized angle steel with the thickness of 50 x 5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222176893.8U CN217734540U (en) | 2022-08-18 | 2022-08-18 | Assembled staple bolt furred ceiling conversion layer structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222176893.8U CN217734540U (en) | 2022-08-18 | 2022-08-18 | Assembled staple bolt furred ceiling conversion layer structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217734540U true CN217734540U (en) | 2022-11-04 |
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ID=83814049
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222176893.8U Active CN217734540U (en) | 2022-08-18 | 2022-08-18 | Assembled staple bolt furred ceiling conversion layer structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217734540U (en) |
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2022
- 2022-08-18 CN CN202222176893.8U patent/CN217734540U/en active Active
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