CN210622026U - Assembled wall panel - Google Patents
Assembled wall panel Download PDFInfo
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- CN210622026U CN210622026U CN201921238933.9U CN201921238933U CN210622026U CN 210622026 U CN210622026 U CN 210622026U CN 201921238933 U CN201921238933 U CN 201921238933U CN 210622026 U CN210622026 U CN 210622026U
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- connecting plate
- steel skeleton
- assembled
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Abstract
The utility model discloses an assembled shingle nail relates to assembly type structure technical field. Including the steel skeleton, reinforcing bar net and filler material, the steel skeleton includes the girder steel, shingle nail braced frame and plane swing joint structure, plane swing joint structure includes first connecting plate, the second connecting plate, swing joint board, bolt and nut, be equipped with plane free space between first connecting plate and the second connecting plate, first connecting plate is equipped with first locking hole, the second connecting plate is equipped with second locking hole, swing joint board is equipped with the regulation hole, the diameter in regulation hole is greater than the diameter of bolt. The utility model discloses assembled shingle nail not only can fuse support atress component and enclosure wall as an organic whole, reduces the quantity of assembly component, improves assembly efficiency, can eliminate the influence that causes the major structure rigidity when shingle nail is connected with the major structure moreover, guarantees major structure's wholeness, stability and security.
Description
Technical Field
The utility model relates to an assembly type structure technical field, concretely relates to assembled shingle nail.
Background
At present, a steel structure assembly type building is formed by firstly mounting main bearing stress member columns, beams, supports, shear walls and the like of the building to form an integral stress frame and then mounting wall surface enclosing parts. The wall surface enclosure part basically adopts three mounting modes:
and (I) adopting a field masonry wall.
And (II) assembling the small wall space enclosing plates on site to form the enclosing wall plate.
And thirdly, adopting a large block or adopting a whole large wallboard in each bay for integral installation.
The existing steel structure fabricated building has the characteristics that: the structure and the enclosure are separated, the assembly type wall panel is supported on the main structure, the wall panel is only an enclosure component, components such as columns, beams, supports and shear walls are independently installed, the wall panel is also independently installed, the number of the components is large, the installation is complex, the components such as beams, columns, supports and shear walls in the building are exposed, the assembly is complex, the assembly rate is low, the assembly cost is high, and the beam and column support of the main structure is rust-proof, fireproof and high in enclosure cost.
SUMMERY OF THE UTILITY MODEL
To the above defect that prior art exists, the utility model provides an assembled shingle nail, this assembled shingle nail not only can fuse support atress component and enclosure wall as an organic whole, reduce the quantity of assembly component, improve assembly efficiency, can eliminate the influence that causes main structure rigidity when shingle nail is connected with main structure moreover, guarantee main structure's wholeness, stability and security.
In order to solve the technical problem, the utility model discloses a technical scheme is:
the assembled wall panel comprises a steel framework, a reinforcing mesh bound around the steel framework, and a filling material filled between the steel framework and the reinforcing mesh, wherein the steel framework, the reinforcing mesh and the filling material form a wall panel base body, the steel framework comprises a steel beam and a wall panel supporting frame, the steel beam is fixedly connected with the wall panel supporting frame, the steel framework further comprises a plane movable connecting structure, the plane movable connecting structure comprises a first connecting plate and a second connecting plate which are oppositely arranged on the steel beam, a movable connecting plate arranged on the wall panel supporting frame, a bolt and a nut, a plane movable space matched with the movable connecting plate is arranged between the first connecting plate and the second connecting plate, the first connecting plate is provided with a first locking hole, the second connecting plate is provided with a second locking hole, the movable connecting plate is provided with an adjusting hole, the diameter of the adjusting hole is larger than that of the bolt, during assembly, the movable connecting plate of the steel skeleton on the upper layer is inserted into the lower layer of the steel skeleton in the plane movable space, and the bolt penetrates the first locking hole, the adjusting hole and the second locking hole in sequence and then is fastened and connected with the nut.
Wherein, the tip of girder is provided with the mounting hole.
The steel skeleton further comprises steel columns arranged on the steel beam and the side portion of the wall panel supporting frame, and the steel columns are connected with the steel beam.
The wall panel supporting frame comprises transverse supporting rods, vertical supporting rods and oblique supporting rods, the transverse supporting rods are fixedly connected between the lower end portions of the two vertical supporting rods, the upper end portions of the two vertical supporting rods are fixedly connected to the steel beam, the transverse supporting rods, the vertical supporting rods and the steel beam form a rectangular frame in a surrounding mode, and the oblique supporting rods are diagonally arranged in the rectangular frame.
The filling material is lightweight aggregate concrete, and the lightweight aggregate concrete comprises aerated concrete, foam concrete, ceramsite concrete and the like.
The wall panel base body is provided with a surface layer material on the outer portion.
Wherein, the surface layer material comprises face bricks, stones, mortar, real stone paint, coating and the like.
Wherein, be provided with heat preservation sound insulation sandwich layer in the wallboard base member.
Wherein, the heat preservation and sound insulation core layer comprises an extruded sheet, a polystyrene board, a polyurethane board, a rock wool board and the like.
By adopting the technical scheme, the beneficial effects of the utility model are that:
the utility model provides an assembled wall panel, during the assembly, the movable connecting plate of upper steel skeleton is inserted into the plane activity space between the first connecting plate and the second connecting plate of lower steel skeleton, then the bolt penetrates the first locking hole, the adjusting hole and the second locking hole in order and then is fastened and connected with the nut, because the diameter of the adjusting hole is larger than the diameter of the bolt, when receiving external force, the movable connecting plate can slide in the plane activity space, namely the wall panel supporting frame of the upper steel skeleton can slide in the plane, the wall panel supporting frame does not participate in the stress of the main body structure, only is the bearing stress framework of the wall panel base body, therefore, the assembled wall panel not only can integrate the supporting stress component with the enclosure wall, reduce the number of the assembling components, improve the assembly efficiency, but also can eliminate the influence on the rigidity of the main body structure when the wall panel is connected with the main body structure, the integrity, stability and safety of the main body structure are ensured.
Drawings
FIG. 1 is a schematic structural view of a steel skeleton according to a first embodiment of the assembled wall panel of the present invention;
FIG. 2 is an assembly schematic of FIG. 1
FIG. 3 is an enlarged view of portion A of FIG. 2;
FIG. 4 is a cross-sectional view of portion B-B of FIG. 3;
FIG. 5 is a schematic cross-sectional view of a first construction of a first embodiment of an assembled wall panel according to the present invention;
FIG. 6 is a schematic cross-sectional view of a second construction of a first assembled wall panel embodiment of the present invention;
FIG. 7 is a schematic structural view of a steel skeleton according to a second embodiment of the assembled wall panel of the present invention;
FIG. 8 is an assembled schematic view of FIG. 7;
FIG. 9 is a schematic structural view of a steel skeleton according to a third embodiment of the assembled wall panel of the present invention;
FIG. 10 is a schematic structural view of a steel skeleton according to a fourth embodiment of the assembled wall panel of the present invention;
in the figure: a-an upper layer steel skeleton, b-a lower layer steel skeleton, 1-a steel beam, 11-a mounting hole, 2-a wall panel supporting frame, 21-a transverse supporting rod, 22-a vertical supporting rod, 23-a diagonal supporting rod, 3-a plane movable connecting structure, 31-a first connecting plate, 32-a second connecting plate, 33-a movable connecting plate, 34-a bolt, 35-a nut, 36-a first locking hole, 37-a second locking hole, 38-an adjusting hole, 39-a plane movable space, 4-a steel column, 41-a third connecting plate, 42-a third locking hole, 5-a steel bar net, 6-a filling material, 7-a heat-preservation and sound-insulation core layer and 8-a surface layer material.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention. For convenience of description, the assembled wall panel of the present invention is described in terms of its orientation, which is not intended to limit the scope of protection.
The first embodiment is as follows:
as shown in fig. 1 to 5, the assembled wall panel comprises a steel skeleton, a steel mesh 5 bound around the steel skeleton, and a filling material 6 filled between the steel skeleton and the steel mesh 5, wherein the steel skeleton, the steel mesh 5 and the filling material 6 form a wall panel body, the steel skeleton comprises a steel beam 1 and a wall panel support frame 2, the steel beam 1 is fixedly connected with the wall panel support frame 2, the steel skeleton further comprises a planar movable connection structure 3, the planar movable connection structure 3 comprises a first connection plate 31 and a second connection plate 32 oppositely arranged on the steel beam 1, a movable connection plate 33 arranged on the wall panel support frame 2, a bolt 34 and a nut 35, a planar movable space 39 matched with the movable connection plate 33 is arranged between the first connection plate 31 and the second connection plate 32, the first connection plate 31 is provided with a first locking hole 36, the second connection plate 32 is provided with a second locking hole 37, the movable connecting plate 33 is provided with an adjusting hole 38, the diameter of the adjusting hole 38 is larger than that of the bolt 34, when the movable connecting plate 33 of the upper layer steel framework a is used, the movable connecting plate 33 of the lower layer steel framework b is inserted into a plane movable space 39 of the lower layer steel framework b, and then the bolt 34 penetrates through the first locking hole 36, the adjusting hole 38 and the second locking hole 37 in sequence and then is tightly connected with the nut 35.
As shown in fig. 1 and fig. 2, the two groups of the planar flexible connecting structures 3 of the assembled wall panel in the present embodiment are provided, and in practical applications, the number of the planar flexible connecting structures 3 is not limited.
As shown in fig. 1 to 5 jointly, girder steel 1 can adopt H shaped steel, section bars such as steel square pipe, and preferred girder steel 1 adopts H shaped steel in this embodiment, and girder steel 1's both ends all are provided with mounting hole 11, and mounting hole 11 sets up on the web of girder steel 1, and during the use, through mounting hole 11 and high strength bolt with girder steel 1 and the steel column 4 fastening connection of adjacent shingle nail to with the flange of girder steel 1 and the steel column 4 welding of adjacent shingle nail, realize girder steel 1 and the rigid joint of steel column 4 of adjacent shingle nail.
As shown in fig. 1 and 2, the shingle supporting frame 2 includes a horizontal supporting rod 21, a vertical supporting rod 22 and an oblique supporting rod 23, the horizontal supporting rod 21 is fixedly connected between the lower ends of the two vertical supporting rods 22, the upper ends of the two vertical supporting rods 22 are fixedly connected to the steel beam 1, the horizontal supporting rod 21, the vertical supporting rod 22 and the steel beam 1 form a rectangular frame, and the oblique supporting rod 23 is diagonally disposed in the rectangular frame. The shingle nail braced frame 2 in this embodiment does not participate in major structure's atress, is the braced skeleton of shingle nail base member self only, consequently, horizontal bracing piece 21, vertical support bar 22 and diagonal bracing piece 23 optional steel square pipe, H shaped steel, steel pipe, rectangular pipe, C shaped steel, T shaped steel, channel-section steel, angle steel etc. section bar.
As shown in fig. 5, the filling material 6 in this embodiment is lightweight aggregate concrete, and the lightweight aggregate concrete includes aerated concrete, foam concrete, ceramsite concrete, and the like, and one of them may be selected to play roles of rust prevention, fire prevention, and cold bridge prevention for the steel skeleton.
As shown in fig. 5, in the embodiment, a surface material 8 is disposed outside the wall panel substrate, and the surface material 8 includes face bricks, stones, mortar, real stone paint, and the like, and plays a role in decorating the wall panel, and one or more of them can be selected according to the requirements.
As shown in fig. 6, the assembled shingle according to this embodiment has a structure substantially the same as that of fig. 5, and the difference is that a thermal insulation and sound insulation core layer 7 is disposed in the shingle substrate, and the thermal insulation and sound insulation core layer 7 includes an extruded sheet, a polystyrene board, a polyurethane board, a rock wool board, etc., so that the thermal insulation and sound insulation effect is achieved, and the thermal insulation performance and the sound insulation performance of the shingle substrate are enhanced.
As shown in fig. 4, during assembly, the movable connecting plate 33 of the upper steel skeleton a is inserted into the planar movable space 39 between the first connecting plate 31 and the second connecting plate 32 of the lower steel skeleton b, and then the bolt 34 is sequentially inserted into the first locking hole 36, the adjusting hole 38 and the second locking hole 37 and then is fastened and connected with the nut 35, because the diameter of the adjusting hole 38 is larger than that of the bolt 34, when an external force is applied, the movable connecting plate 33 can slide in the planar movable space 39, that is, the wall panel supporting frame 2 of the upper steel skeleton a can slide in the plane, the wall panel supporting frame 2 does not participate in the stress of the main structure, and only is the bearing stressed framework of the wall panel base body.
The utility model discloses assembled shingle nail collection is protected, is kept warm, is decorated and bearing atress in an organic whole, not only can fuse support atress component and enclosure wall as an organic whole, reduces the quantity of assembly component, improves assembly efficiency, can eliminate the influence that the shingle nail led to the fact the major structure rigidity when being connected with major structure moreover, guarantees major structure's wholeness, stability and security.
Example two:
the present embodiment is substantially the same as the first embodiment, and the difference is only that:
as shown in fig. 7 and 8, the shingle supporting frame 2 in this embodiment includes a horizontal supporting rod 21, three vertical supporting rods 22 and two oblique supporting rods 23, the three vertical supporting rods 22 are arranged in parallel at intervals, the horizontal supporting rod 21 is fixedly connected to the lower end portions of the three vertical supporting rods 22, the upper end portions of the three vertical supporting rods 22 are fixedly connected to the steel beam 1, the horizontal supporting rod 21, the vertical supporting rods 22 and the steel beam 1 form two rectangular frames, and the two oblique supporting rods 23 are arranged in the two rectangular frames in a right-angled manner. The plane movable connecting structure 3 in this embodiment is provided with a group, the first connecting plate 31 and the second connecting plate 32 are arranged in the middle of the steel beam 1, and the movable connecting plate 33 is arranged in the middle of the transverse supporting rod 21.
Example three:
the present embodiment is substantially the same as the first embodiment, and the difference is only that:
as shown in fig. 9, the steel skeleton further includes a steel column 4 disposed on one side of the steel beam 1 and the wall panel supporting frame 2, the steel column 4 is welded to the steel beam 1, the steel column 4 is provided with a third connecting plate 41 for connecting with the steel skeleton of the adjacent wall panel, a third locking hole 42 is disposed on the third connecting plate 41, and a mounting hole 11 is disposed at the end of the other side of the steel beam 1.
As shown in fig. 9, the wall panel supporting frame 2 in this embodiment includes a horizontal supporting rod 21 and two vertical supporting rods 22, the horizontal supporting rod 21 is connected to the lower end of one of the steel columns 4 and the vertical supporting rod 22, the steel beam 1 is connected to the upper end of the steel column 4 and the vertical supporting rod 22, the steel beam 1, the steel column 4, the horizontal supporting rod 21 and the vertical supporting rod 22 define a rectangular frame, the other vertical supporting rod 22 is located in the rectangular frame and is connected to the steel beam 1 and the horizontal supporting rod 21, and the two vertical supporting rods 22 and the steel column 4 are arranged in parallel.
As shown in fig. 9, the planar flexible connecting structures 3 in this embodiment are provided in a set, the first connecting plate 31 and the second connecting plate 32 are provided at the positions of the steel beams 1 near the vertical supporting rods 22 located in the rectangular frame, and the corresponding flexible connecting plates 33 are provided at the positions of the transverse supporting rods 21 near the vertical supporting rods 22 located in the rectangular frame.
Example four:
the present embodiment is substantially the same as the first embodiment, and the difference is only that:
as shown in fig. 10, the steel skeleton further includes steel columns 4 disposed at two sides of the steel beam 1 and the wall panel supporting frame 2, the steel columns 4 are welded to the steel beam 1, the steel columns 4 are provided with third connecting plates 41 for connecting the steel skeleton of the adjacent wall panel, and the third connecting plates 41 are provided with third locking holes 42.
As shown in fig. 10, the wall panel supporting frame 2 in this embodiment includes a horizontal supporting rod 21 and a vertical supporting rod 22, and the horizontal supporting rod 21, the vertical supporting rod 22, the steel beam 1 and one of the steel columns 4 form a rectangular frame.
As shown in fig. 10, the planar flexible connecting structures 3 in this embodiment are provided in a group, the first connecting plate 31 and the second connecting plate 32 are provided at the position where the steel beam 1 is close to the vertical supporting rod 22, and the corresponding flexible connecting plate 33 is provided at the connecting position of the horizontal supporting rod 21 and the vertical supporting rod 22.
The utility model discloses assembled shingle nail uses building nature layer height to be the height of shingle nail, and length is confirmed according to the room size by oneself, both can be the length in a room, also the overall length in a plurality of rooms, and shingle nail braced frame 2's structure is not restricted to the structure that mentions in above-mentioned four embodiments, can also be other structures, does not limit in this embodiment.
The present invention is not limited to the above specific embodiments, and those skilled in the art can make various changes without the labor of creation from the above conception, which falls within the protection scope of the present invention.
Claims (9)
1. An assembled wall panel, comprising a steel skeleton, a reinforcing mesh bound around the steel skeleton, and a filler material filled between the steel skeleton and the reinforcing mesh, wherein the steel skeleton, the reinforcing mesh and the filler material form a wall panel matrix, the steel skeleton comprises a steel beam and a wall panel support frame, the steel beam is fixedly connected with the wall panel support frame, and the assembled wall panel is characterized in that,
the steel skeleton also comprises a plane movable connecting structure, the plane movable connecting structure comprises a first connecting plate and a second connecting plate which are oppositely arranged on the steel beam, and a movable connecting plate arranged on the wall panel supporting frame, and a bolt and a nut, a plane movable space matched with the movable connecting plate is arranged between the first connecting plate and the second connecting plate, the first connecting plate is provided with a first locking hole, the second connecting plate is provided with a second locking hole, the movable connecting plate is provided with an adjusting hole, the diameter of the adjusting hole is larger than that of the bolt, when in assembly, the movable connecting plate of the steel skeleton at the upper layer is inserted into the plane movable space of the steel skeleton at the lower layer, the bolt penetrates the first locking hole, the adjusting hole and the second locking hole in sequence and then is tightly connected with the nut.
2. The assembled wall panel of claim 1, wherein the ends of the steel beams are provided with mounting holes.
3. The fabricated wall panel of claim 1, wherein the steel skeleton further comprises steel columns disposed at sides of the steel beams and the wall panel support frame, the steel columns being connected to the steel beams.
4. The assembly-type wall panel according to claim 1, wherein the wall panel support frame comprises a horizontal support bar, a vertical support bar and an oblique support bar, the horizontal support bar is fixedly connected between lower end portions of the two vertical support bars, upper end portions of the two vertical support bars are fixedly connected to the steel beam, the horizontal support bar, the vertical support bar and the steel beam form a rectangular frame, and the oblique support bar is diagonally arranged in the rectangular frame.
5. The assembled wall panel of claim 1, wherein the filler material is lightweight aggregate concrete, the lightweight aggregate concrete comprising aerated concrete, foamed concrete, and ceramsite concrete.
6. The assembled wall panel of claim 1, wherein the exterior of the wall panel base is provided with a facing material.
7. The assembled wall panel of claim 6, wherein the facing material comprises face brick, stone, mortar, stone paint, and paint.
8. The assembled wall panel of claim 1, wherein a thermal and sound insulating core layer is disposed within the wall panel base.
9. The assembled wall panel of claim 8, wherein the thermal and acoustical insulation core comprises extruded wood, polystyrene, polyurethane, and rock wool panels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921238933.9U CN210622026U (en) | 2019-07-31 | 2019-07-31 | Assembled wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921238933.9U CN210622026U (en) | 2019-07-31 | 2019-07-31 | Assembled wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210622026U true CN210622026U (en) | 2020-05-26 |
Family
ID=70762653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921238933.9U Active CN210622026U (en) | 2019-07-31 | 2019-07-31 | Assembled wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210622026U (en) |
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2019
- 2019-07-31 CN CN201921238933.9U patent/CN210622026U/en active Active
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Effective date of registration: 20201106 Address after: 261000 20th Floor, Yihe Huixian Building, Yihe First City, Junction of Health Street and Huixian Road, Weifang High-tech Development Zone, Shandong Province Patentee after: WEIFANG JINYI STEEL STRUCTURAL ENGINEERING TECHNICAL ADVISORY Co.,Ltd. Address before: 261000 Room 401, unit 2, building 1-1, No. 2101, Ronghua Road, Weifang High Tech Development Zone, Shandong Province Patentee before: Liu Shujin |