CN210263520U - Assembled wall panel - Google Patents
Assembled wall panel Download PDFInfo
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- CN210263520U CN210263520U CN201920161086.4U CN201920161086U CN210263520U CN 210263520 U CN210263520 U CN 210263520U CN 201920161086 U CN201920161086 U CN 201920161086U CN 210263520 U CN210263520 U CN 210263520U
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- steel
- support rod
- wall panel
- fixedly connected
- oblique
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 108
- 239000010959 steel Substances 0.000 claims abstract description 108
- 239000000463 material Substances 0.000 claims abstract description 13
- 239000011159 matrix material Substances 0.000 claims abstract description 3
- 239000010410 layer Substances 0.000 claims description 9
- 239000012792 core layer Substances 0.000 claims description 8
- 239000004568 cement Substances 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 4
- 239000004793 Polystyrene Substances 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 3
- 239000011490 mineral wool Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 229920002223 polystyrene Polymers 0.000 claims description 3
- 229920002635 polyurethane Polymers 0.000 claims description 3
- 239000004814 polyurethane Substances 0.000 claims description 3
- 238000004321 preservation Methods 0.000 description 7
- 238000009413 insulation Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 230000002265 prevention Effects 0.000 description 4
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
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Abstract
The utility model discloses an assembled shingle nail relates to the building engineering field, include: the steel support members are fixedly connected with the steel columns and the steel beams to form an integral bearing stressed steel framework; steel bar meshes are bound around the steel framework, and the steel framework and the steel bar meshes are coated by a wall panel matrix formed by filling materials; the height of the wall panel is the height of the natural layer of the building; the steel support rod pieces comprise at least one transverse support rod and at least one oblique support rod, the transverse support rod is fixedly connected between the lower end portions of the two steel columns, and one end portion of the oblique support rod is fixedly connected to the fixed connection portion of the steel column and the steel beam. The utility model relates to an assembled shingle nail has that the assembly is simple, assembly cost is low, the characteristics that the assembly ization rate is high.
Description
Technical Field
The utility model relates to a building engineering field, in particular to assembled shingle nail.
Background
At present, a steel structure fabricated building is formed by firstly mounting main bearing stress members such as columns, beams, supports and shear walls of the building to form an integral stress frame and then mounting a wall surface enclosure part. The wall surface enclosure part basically adopts three mounting modes:
① constructing wall on site;
② assembling small wall panels on site to form a wall panel;
③ is integrally installed by using large blocks or one integral large wall panel in each bay.
The characteristics of the current steel structure assembly are: the structure and the enclosure are separated, and the assembled wall panel is supported on the main structure and is only an enclosure component. The components such as the column, the beam, the support and the shear wall are independently installed, the wall panel is also independently installed, the number of the components is large, the installation is complex, and the components such as the beam, the column, the support and the shear wall in the building are exposed. The assembly is complicated, the assembly rate is low, the assembly cost is high, and the cost of the main structure beam column support and other anti-rust and fireproof enclosures is high.
SUMMERY OF THE UTILITY MODEL
To above defect, the utility model aims at providing an assembled shingle nail has characteristics that the assembly is simple, assembly cost is low, the rate of assembly is high.
In order to achieve the above purpose, the technical scheme of the utility model is that:
an assembled wall panel comprising:
the steel support members are fixedly connected with the steel columns and the steel beams to form an integral bearing stressed steel framework;
steel bar meshes are bound around the steel framework, and the steel framework and the steel bar meshes are coated by a wall panel substrate formed by filling materials;
the height of the wall panel is the height of a natural layer of the building;
the steel supporting rod pieces comprise at least one transverse supporting rod and at least one oblique supporting rod, the transverse supporting rods are fixedly connected between the lower end portions of the two steel columns, and one end portion of the oblique supporting rod is fixedly connected to the fixed connection portion of the steel column and the steel beam.
Preferably, the plurality of steel supporting members only include one transverse supporting rod and one oblique supporting rod, and the other end of the oblique supporting rod is fixedly connected to a fixed connection position of the steel column and the transverse supporting rod.
Preferably, the plurality of steel support rod members further include a middle transverse support rod and a lower oblique support rod, the middle transverse support rod is fixedly connected between the middle portions of the two steel columns, the other end portion of the oblique support rod is fixedly connected to a fixed connection portion of the steel column and the middle transverse support rod, one end of the lower oblique support rod is fixedly connected to a fixed connection portion of the steel column and the middle transverse support rod, which is connected to the other end portion of the oblique support rod, and the other end of the lower oblique support rod is fixedly connected to a fixed connection portion of the steel column and the transverse support rod, which is on the same side as one end portion of the oblique support rod.
Preferably, the plurality of steel support rod members further include a middle transverse support rod and a lower oblique support rod, the middle transverse support rod is fixedly connected between the middle portions of the two steel columns, the other end portion of the oblique support rod is fixedly connected to a fixed connection portion of the steel column and the middle transverse support rod, one end of the lower oblique support rod is fixedly connected to a fixed connection portion of the steel column and the middle transverse support rod, which is located on the same side as one end portion of the oblique support rod, and the other end of the lower oblique support rod is fixedly connected to a fixed connection portion of the steel column and the transverse support rod, which is located on the same side as the other end portion of the oblique support rod.
Preferably, the filling material is foamed cement, aerated concrete, lightweight aggregate concrete or mortar.
Preferably, the middle part of the wall panel base body is provided with a heat preservation and sound insulation core layer.
Preferably, the side part of the wall panel base body is provided with a heat preservation and sound insulation core layer.
Preferably, the heat-insulating and sound-insulating core layer is an extruded sheet, a polystyrene board, a polyurethane board or a rock wool board.
Preferably, the thickness of the filling material is not less than 50 mm.
Preferably, the transverse support rod is fixedly connected between the lower ends of the two steel columns through welding or a fixing plate.
After the technical scheme is adopted, the utility model discloses assembled shingle nail's beneficial effect is:
the wall panel takes the height of the natural floor of the building as the height of the wall panel, namely, each floor of the building is taken as a plate. The length of the wall panel can be one room according to the size of the room, and a plurality of room walls can be connected into a whole to be used as a wall panel. The bearing framework of the wall panel is a steel structure, and bearing components of the building main body structure corresponding to the wall panel, such as steel columns, steel beams and steel support rod members, are connected into a whole. The bearing stressed framework is not only the bearing stressed framework of the main structure, but also the bearing stressed framework of the wall enclosure. The steel structure frameworks such as the steel columns, the steel beams, the steel support rods and the like are made into an integral truss, the hollow part in the middle of the truss is bound with the reinforcing mesh on two sides of the steel framework, and filling materials such as aerated concrete, foamed cement, light aggregate concrete and the like are poured on two sides of the steel framework to form the enclosure and bearing force integrated assembly type wall panel.
The utility model discloses in, the intermediate part of shingle nail base member is provided with heat preservation sound insulation sandwich layer, has strengthened shingle nail's sound insulation heat preservation effect.
The utility model discloses in, the lateral part of wallboard base member is provided with heat preservation sound insulation sandwich layer, has strengthened the syllable-dividing heat preservation effect of shingle nail.
To sum up, the utility model discloses assembled shingle nail has solved among the prior art that the assembly of assembled shingle nail is complicated, and the assembly rate is low, and assembly cost is high, and rust-resistant, the fire prevention enclosure cost height such as main structure beam column supports. The utility model discloses assembled shingle nail has that the assembly is simple, assembly cost is low, the characteristics that the assembly ization rate is high.
Drawings
FIG. 1 is a schematic view of an assembled shingle according to one embodiment;
FIG. 2 is a schematic view of the assembled wall panel of the first embodiment;
FIG. 3 is a schematic view showing the structure of a fabricated wall panel according to the second embodiment;
FIG. 4 is a schematic view of the assembled shingle of the second embodiment;
FIG. 5 is a schematic view of the structure of the wall panel in assembly in the third embodiment;
FIG. 6 is a schematic view showing the assembled wall panel according to the third embodiment;
FIG. 7 is a schematic cross-sectional view taken along line A-A of FIG. 1;
FIG. 8 is a second cross-sectional view in the direction A-A of FIG. 1;
FIG. 9 is a third cross-sectional view in the direction A-A of FIG. 1;
in the figure: 1-steel column, 2-steel beam, 3-steel support rod piece, 31-transverse support rod, 32-oblique support rod, 33-middle transverse support rod, 34-lower oblique support rod, 4-steel bar mesh, 5-filling material, 6-outer sealing structure and 7-heat-preservation and sound-insulation core layer.
Detailed Description
The invention is further explained below with reference to the drawings and examples.
Example one
As shown collectively in fig. 1, 2 and 7, an assembled wall panel comprising: the steel support members 3 are fixedly connected with the steel columns 1 and the steel beams 2 to form an integral bearing stressed steel framework; steel bar meshes 4 are bound around the steel framework, and the steel framework and the steel bar meshes 4 are coated by a wall panel matrix formed by filling materials 5; the height of the wall panel is the height of the natural layer of the building; the plurality of steel support rod members 3 comprise at least one transverse support rod 31 and at least one oblique support rod 32, the transverse support rod 31 is fixedly connected between the lower end parts of the two steel columns 1, and one end part of the oblique support rod 32 is fixedly connected to the fixed connection part of the steel column 1 and the steel beam 2.
The wall panel takes the height of the natural floor of the building as the height of the wall panel, namely, each floor of the building is taken as a plate. The length of the wall panel can be one room according to the size of the room, and a plurality of room walls can be connected into a whole to be used as a wall panel. The bearing framework of the wall panel is a steel structure, and bearing components of the building main body structure corresponding to the wall panel, such as a steel column 1, a steel beam 2 and a steel support rod piece 3, are connected into a whole. The bearing stressed framework is not only the bearing stressed framework of the main structure, but also the bearing stressed framework of the wall enclosure. The steel structure frameworks such as the steel column 1, the steel beam 2, the steel support rod piece 3 and the like are made into an integral truss, the hollow part in the middle of the truss is bound with reinforcing meshes on two sides of the steel framework, and filling materials 5 such as aerated concrete, foamed cement, light aggregate concrete and the like are poured on two sides of the steel framework to form the enclosure and bearing force integrated assembly type wall panel.
As shown in fig. 1, the plurality of steel supporting members 3 only include a transverse supporting rod 31 and an oblique supporting rod 32, and the other end of the oblique supporting rod 32 is fixedly connected to the fixed connection between the steel column 1 and the transverse supporting rod 31.
As shown in fig. 1 and 8 together, the filler 5 is foamed cement, aerated concrete, lightweight aggregate concrete, or mortar. The thickness of the filling material 5 is not less than 50mm, and the filling material 5 has the effects of rust prevention, fire prevention and cold bridge prevention on the steel skeleton.
As shown in fig. 8, as one mode, the middle part of the wall panel base body is provided with a heat-insulating and sound-insulating core layer 7, so that the sound-insulating and heat-insulating effects of the wall panel are enhanced. The heat-insulating and sound-insulating core layer 7 is an extruded sheet, a polystyrene board, a polyurethane board or a rock wool board.
As shown in fig. 9, as another mode, the side of the wall panel base is provided with a heat-insulating and sound-insulating core layer 7, so that the sound-insulating and heat-insulating effects of the wall panel are enhanced.
As shown in figure 7, during assembly, the wall panels at the upper layer and the lower layer are connected through the steel column 1, only the joint of the steel column 1 is subjected to girth welding, the other positions are not required to be connected, a gap of 20mm is reserved between the wall panels at the upper layer and the lower layer, the connecting mode has few connecting points, the connecting force transmission is reliable, and the construction is convenient.
As shown in fig. 1, the transverse support bar 31 is fixedly connected between the lower ends of the two steel columns 1 by welding or fixing plates.
Example two
As shown in fig. 3 and 4, the second embodiment has substantially the same structure as the first embodiment, except that the plurality of steel support rods 3 further includes a middle transverse support rod 33 and a lower oblique support rod 34, the middle transverse support rod 33 is fixedly connected between the middle portions of the two steel columns 1, the other end portion of the oblique support rod 32 is fixedly connected to the fixed connection portion between the steel column 1 and the middle transverse support rod 33, one end of the lower oblique support rod 34 is fixedly connected to the fixed connection portion between the steel column 1 and the middle transverse support rod 31, which is connected to the other end portion of the oblique support rod 32, and the other end of the lower oblique support rod 34 is fixedly connected to the fixed connection portion between the steel column 1 and the transverse support rod 31 on the same side as the one end portion of the oblique.
EXAMPLE III
As shown in fig. 5 and fig. 6, the third embodiment is substantially the same as the first embodiment, except that the plurality of steel support rods 3 further includes a middle transverse support rod 33 and a lower oblique support rod 34, the middle transverse support rod 33 is fixedly connected between the middle portions of the two steel columns 1, the other end portion of the oblique support rod 32 is fixedly connected to the fixed connection portion between the steel column 1 and the middle transverse support rod 33, one end of the lower oblique support rod 34 is fixedly connected to the fixed connection portion between the steel column 1 and the middle transverse support rod 33 on the same side as one end portion of the oblique support rod 32, and the other end of the lower oblique support rod 34 is fixedly connected to the fixed connection portion between the steel column 1 and the transverse support rod 31 on the same side as the other end portion of the oblique.
The present invention is not limited to the above specific embodiments, and those skilled in the art can make various changes without creative labor from the above conception, and all the changes fall within the protection scope of the present invention.
Claims (7)
1. An assembled wall panel, comprising:
the steel support members are fixedly connected with the steel columns and the steel beams to form an integral bearing stressed steel framework;
steel bar meshes are bound around the steel framework, and the steel framework and the steel bar meshes are coated by a wallboard matrix formed by filling materials;
the height of the wall panel is the height of a natural layer of the building;
the steel support rod pieces comprise a transverse support rod, an oblique support rod, a middle transverse support rod and a lower oblique support rod, the transverse support rod is fixedly connected between the lower end parts of the two steel columns, one end part of the oblique support rod is fixedly connected to the fixed connection part of one steel column and the steel beam, and the other end part of the oblique support rod is fixedly connected to the fixed connection part of the other steel column and the middle transverse support rod; the middle transverse supporting rod is fixedly connected between the middle parts of the two steel columns, one end of the lower oblique supporting rod is fixedly connected with the fixed connection part of the steel columns and the middle transverse supporting rod, and the other end of the lower oblique supporting rod is fixedly connected with the fixed connection part of the steel columns and the transverse supporting rod.
2. The assembled wall panel of claim 1, wherein the filler material is foamed cement, aerated concrete, lightweight aggregate concrete, or mortar.
3. An assembled wall panel according to claim 1, wherein the central portion of the wall panel base is provided with a thermal and sound insulating core.
4. An assembled wall panel according to claim 1, wherein the sides of the wallboard base are provided with a thermal and sound insulating core.
5. An assembled wall panel according to claim 3 or 4, wherein the thermal and acoustic insulating core layer is extruded, polystyrene, polyurethane or rock wool.
6. The assembled wall panel of claim 1, wherein the filler material has a thickness of no less than 50 mm.
7. The assembled wall panel of claim 1, wherein the transverse support bar is fixedly connected between the lower ends of the two steel columns by welding or fixing plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920161086.4U CN210263520U (en) | 2019-01-30 | 2019-01-30 | Assembled wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920161086.4U CN210263520U (en) | 2019-01-30 | 2019-01-30 | Assembled wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210263520U true CN210263520U (en) | 2020-04-07 |
Family
ID=70009625
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920161086.4U Active CN210263520U (en) | 2019-01-30 | 2019-01-30 | Assembled wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210263520U (en) |
-
2019
- 2019-01-30 CN CN201920161086.4U patent/CN210263520U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201111 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 20th Floor, Yihe Huixian Building, Yihe First City, Junction of Health Street and Huixian Road, Weifang High-tech Development Zone, Shandong Province Patentee before: Liu Shujin |