CN220580291U - Unit type cement fiber board curtain wall mounting structure - Google Patents
Unit type cement fiber board curtain wall mounting structure Download PDFInfo
- Publication number
- CN220580291U CN220580291U CN202321955020.5U CN202321955020U CN220580291U CN 220580291 U CN220580291 U CN 220580291U CN 202321955020 U CN202321955020 U CN 202321955020U CN 220580291 U CN220580291 U CN 220580291U
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- 239000004568 cement Substances 0.000 title claims abstract description 28
- 239000011094 fiberboard Substances 0.000 title claims abstract description 19
- 241000357293 Leptobrama muelleri Species 0.000 claims abstract description 15
- 239000000835 fiber Substances 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 26
- 239000010959 steel Substances 0.000 claims description 26
- 230000000903 blocking effect Effects 0.000 claims description 14
- 230000001413 cellular effect Effects 0.000 claims description 7
- 230000000712 assembly Effects 0.000 claims description 6
- 238000000429 assembly Methods 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 6
- 230000005484 gravity Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 3
- 238000009933 burial Methods 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000004537 pulping Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model relates to a unit type cement fiberboard curtain wall mounting structure which comprises unit plates, supporting and adjusting components and a plurality of groups of limiting components, wherein the supporting and adjusting components and the plurality of groups of limiting components are fixedly connected with a building main body; the unit plate comprises a cement fiber integrated plate and a unit steel back frame, and the unit steel back frame is formed by splicing a plurality of vertical main keels and a plurality of transverse secondary keels; the secondary keels at the top of the main keels are matched with the supporting and adjusting assembly, limiting plates are arranged on the secondary keels at the middle and lower parts of the main keels, and the limiting plates are matched with the limiting assembly; the scheme improves the keel structure, reduces the dead weight of the keel, can strengthen the plate strength, and improves the flatness and the overall appearance effect of the panel; the unit type hanging device can be used for avoiding traditional dry hanging type installation, saving installation materials and improving installation efficiency and structural safety; the unit plates can be processed in a centralized manner in a workshop factory and then are installed on site in a unified manner, so that the potential hazards of scattered processing and installation are avoided.
Description
Technical Field
The utility model relates to a unit type cement fiberboard curtain wall mounting structure, and belongs to the technical field of unit curtain walls.
Background
With the increasing number of novel building materials, cement fiber boards are widely applied in the building industry, and the cement fiber boards are prepared by adding plant fibers into siliceous and calcareous materials serving as main raw materials and pulping, shoveling, pressurizing and curing, and have the performances of high water resistance, fire resistance, overlength durability and the like. But has the problems of large brittleness, low strength, poor impermeability and heat preservation after cracking, small board width, more joints and the like. The traditional cement fiber board is installed by dry hanging, cold-formed steel is needed to be cut and welded on site to serve as a main keel, the time consumption is long, the loss is high, the wind pressure is high, the panel is heavy in weight, the frame is easy to sink, and the hidden structural safety trouble exists.
Disclosure of Invention
The utility model aims to overcome the defects of the prior art and provide a unit type cement fiber board curtain wall mounting structure.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a mounting structure of a unit type cement fiberboard curtain wall comprises unit plates, a supporting and adjusting assembly and a plurality of groups of limiting assemblies, wherein the supporting and adjusting assembly and the plurality of groups of limiting assemblies are fixedly connected with a building main body; the unit plate comprises a cement fiber integrated plate and a unit steel back frame, wherein the cement fiber integrated plate is fixedly connected with the unit steel back frame, and the unit steel back frame is formed by splicing a plurality of vertical main keels and a plurality of transverse secondary keels; the secondary joist at the top of the main joist is matched with the supporting and adjusting assembly, so that the gravity of the unit plate is transferred to the building main body through the supporting and adjusting assembly, and the height and the position in the horizontal direction of the unit plate are adjusted; limiting plates are arranged on the middle and lower secondary keels of the main keels and are matched with limiting assemblies to limit the in-out positions of the unit plates.
Preferably, the support adjustment assembly comprises a support burial, a support beam, a support table and a blocking bracket; the support embedded part is fixed on the building main body, the support beam is fixedly connected with the support embedded part, the support table is fixedly arranged on the support beam, and the blocking support is fixedly arranged on the support table; the end part of the secondary keel at the top of the main keel is matched with the blocking bracket to position the unit plate along the horizontal direction; the secondary joist is also provided with a height adjusting component which is matched with the supporting table to adjust the height of the unit plate.
Preferably, the supporting beam is a galvanized square steel pipe arranged along the front-back direction, the supporting table is a galvanized square steel pipe arranged along the transverse direction, and the blocking support consists of two galvanized square steel pipes arranged vertically and a connecting plate for connecting the top ends of the two galvanized square steel pipes.
Preferably, the end part of the secondary joist at the top of the main joist is provided with an end face sealing plate, and the unit steel back frame is matched with the blocking support through the end face sealing plate.
Preferably, the height adjusting component is a height adjusting bolt, and a bolt adjusting hole matched with the height adjusting bolt is formed in the secondary keel at the top of the main keel.
Preferably, the limiting assembly comprises a limiting embedded part, a connecting beam and a limiting seat, wherein the limiting embedded part is fixed on the building main body, the connecting beam is fixedly connected with the limiting embedded part, and the limiting seat is fixedly arranged on the connecting beam; the limiting plate is provided with a limiting notch, and the limiting seat is clamped into the limiting notch of the limiting plate.
Preferably, the connecting beam is a galvanized square steel pipe arranged along the front-back direction, the limiting seat is an angle steel arranged along the transverse direction, and the upper end of the angle steel is clamped into a limiting notch of the limiting plate.
Due to the application of the technical scheme, compared with the prior art, the utility model has the following advantages:
according to the unit type cement fiber board curtain wall mounting structure, the cement fiber integrated board and the unit steel back frame form a unit board whole, so that the keel structure is improved, the dead weight of the keel is reduced, the board strength can be enhanced, and the panel flatness and the whole appearance effect are improved; the unit type hanging device can be used for avoiding traditional dry hanging type installation, saving installation materials and improving installation efficiency and structural safety; the unit plates can be processed in a centralized manner in a workshop factory and then are installed on site in a unified manner, so that the potential hazards of scattered processing and installation are avoided.
Drawings
The technical scheme of the utility model is further described below with reference to the accompanying drawings:
FIG. 1 is a schematic view of a partial structure of a cellular cement fiberboard curtain wall mounting structure according to the present utility model;
FIG. 2 is a schematic view of a portion of the structure at the support adjustment assembly;
fig. 3 is a schematic view of a part of the structure of the limiting assembly.
Detailed Description
The utility model will be described in further detail with reference to the accompanying drawings and specific examples.
As shown in fig. 1-3, the utility model provides a unit type cement fiber board curtain wall mounting structure, which comprises unit plates, a supporting and adjusting assembly and a plurality of groups of limiting assemblies, wherein the nodes shown in fig. 1 are the junction positions of four groups of adjacent unit plates.
The unit plate comprises a cement fiber integrated plate 1 and a unit steel back frame, wherein the unit steel back frame is formed by splicing a plurality of vertical main keels 2 and a plurality of transverse secondary keels 3; the cement fiber integrated plate 1 can be fixedly connected with the unit steel back frame through components such as a steel pipe connecting piece 5, one end of the steel pipe connecting piece 5 can be fixed on structures such as grooves of the cement fiber integrated plate 1, and the other end of the steel pipe connecting piece can be welded on the main keel 2 or the secondary keel 3.
Wherein the support adjustment assembly comprises a support burial 11, a support beam 12, a support table 13 and a blocking bracket 14; the support embedded part 11 is fixed on the building main body, the support beam 12 is fixedly connected with the support embedded part 11, the support table 13 is fixedly arranged on the support beam 12, and the blocking support 14 is fixedly arranged on the support table 13.
The support beam 12 may be a galvanized square steel pipe disposed in a front-rear direction, the support table 13 may be a galvanized square steel pipe disposed in a lateral direction, and the blocking bracket 14 may be composed of two galvanized square steel pipes disposed vertically and a connection plate for connecting the top ends of the two galvanized square steel pipes.
An end face sealing plate 15 is arranged at the end part of the secondary keel 3 at the top of the main keel 2, and the unit steel back frame is matched with the blocking support 14 through the end face sealing plate 15, so that the unit plate can be positioned along the horizontal direction; a height adjusting component is also arranged on the secondary joist 3, and the height adjusting component can adopt a height adjusting bolt or a cushion block and the like; in the embodiment, taking a height adjusting bolt as an example, a bolt adjusting hole 16 matched with the height adjusting bolt is formed in a secondary keel 3 at the top of a main keel 2, the lower end of the height adjusting bolt penetrates through the secondary keel 3 and abuts against a supporting table 13, and the gravity of a unit plate can be directly transmitted to a building main body through a supporting and adjusting component; and can screw the high adjusting bolt, can adjust the interval of secondary joist 3 and supporting bench 13 at main joist 2 top, and then adjust the height of unit plate.
The limiting assembly comprises a limiting embedded part 21, a connecting beam 22 and a limiting seat 23, wherein the limiting embedded part 21 is fixed on a building main body, the connecting beam 22 is fixedly connected with the limiting embedded part 21, and the limiting seat 23 is fixedly arranged on the connecting beam 22.
Wherein, the connecting beam 22 can be galvanized square steel pipes arranged along the front-back direction, and the limiting seat 23 can be angle steel arranged along the transverse direction; the limiting plate 4 is provided with a limiting notch, and the upper end of the angle steel is clamped into the limiting notch of the limiting plate 4; the unit plate can be firmly fixed by matching the plurality of groups of limiting components with the limiting plates 4 at the corresponding positions, the in-out positions of the unit plate are limited, and the plate is prevented from overturning.
An aluminum plate decorative barrier strip 6 can be further arranged between adjacent unit plates, the aluminum plate decorative barrier strip 6 can be fixedly connected with the supporting and adjusting assembly, the limiting assembly or the building main body through a steel adapting piece, and the aluminum plate decorative barrier strip 6 can form an upper-lower left-right waterproof fireproof partition to ensure the hoisting space and the waterproof fireproof effect of the unit.
The above is only a specific application example of the present utility model, and does not limit the scope of the present utility model; all technical schemes formed by equivalent transformation or equivalent substitution fall within the protection scope of the utility model.
Claims (7)
1. A unit type cement fiberboard curtain wall mounting structure is characterized in that: the device comprises a unit plate, a supporting and adjusting assembly and a plurality of groups of limiting assemblies, wherein the supporting and adjusting assembly and the plurality of groups of limiting assemblies are fixedly connected with a building main body; the unit plate comprises a cement fiber integrated plate (1) and a unit steel back frame, wherein the cement fiber integrated plate (1) is fixedly connected with the unit steel back frame, and the unit steel back frame is formed by splicing a plurality of vertical main keels (2) and a plurality of transverse secondary keels (3); the secondary joist (3) at the top of the main joist (2) is matched with the supporting and adjusting assembly, so that the gravity of the unit plate is transferred to the building main body through the supporting and adjusting assembly, and the height and the position in the horizontal direction of the unit plate are adjusted; limiting plates (4) are arranged on the middle and lower secondary keels (3) of the main keels (2), and the limiting plates (4) are matched with the limiting components to limit the in-out positions of the unit plates.
2. The cellular cement fiberboard curtain wall mounting structure according to claim 1, wherein: the support adjusting assembly comprises a support embedded part (11), a support beam (12), a support table (13) and a blocking bracket (14); the support embedded part (11) is fixed on the building main body, the support beam (12) is fixedly connected with the support embedded part (11), the support table (13) is fixedly arranged on the support beam (12), and the blocking support is fixedly arranged on the support table (13); the end part of the secondary keel (3) at the top of the main keel (2) is matched with the blocking bracket (14) to position the unit plate along the horizontal direction; the secondary joist (3) is also provided with a height adjusting component which is matched with the supporting table (13) to adjust the height of the unit plate.
3. The cellular cement fiberboard curtain wall mounting structure according to claim 2, wherein: the supporting beam (12) is a galvanized square steel pipe arranged along the front-back direction, the supporting table (13) is a galvanized square steel pipe arranged along the transverse direction, and the blocking support (14) consists of two galvanized square steel pipes arranged vertically and a connecting plate for connecting the top ends of the two galvanized square steel pipes.
4. A cellular cement fiberboard curtain wall mounting structure according to claim 2 or 3, wherein: the end part of the secondary keel (3) at the top of the main keel (2) is provided with an end face sealing plate (15), and the unit steel back frame is matched with the blocking support (14) through the end face sealing plate (15).
5. A cellular cement fiberboard curtain wall mounting structure according to claim 2 or 3, wherein: the height adjusting part is a height adjusting bolt, and a bolt adjusting hole (16) matched with the height adjusting bolt is formed in the secondary keel (3) at the top of the main keel (2).
6. The cellular cement fiberboard curtain wall mounting structure according to claim 1, wherein: the limiting assembly comprises a limiting embedded part (21), a connecting beam (22) and a limiting seat (23), wherein the limiting embedded part (21) is fixed on the building main body, the connecting beam (22) is fixedly connected with the limiting embedded part (21), and the limiting seat (23) is fixedly arranged on the connecting beam (22); the limiting plate (4) is provided with a limiting notch, and the limiting seat (23) is clamped into the limiting notch of the limiting plate (4).
7. The cellular cement fiberboard curtain wall mounting structure according to claim 6, wherein: the connecting beam (22) is a galvanized square steel pipe arranged along the front-back direction, the limiting seat (23) is an angle steel arranged along the transverse direction, and the upper end of the angle steel is clamped into a limiting notch of the limiting plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321955020.5U CN220580291U (en) | 2023-07-24 | 2023-07-24 | Unit type cement fiber board curtain wall mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321955020.5U CN220580291U (en) | 2023-07-24 | 2023-07-24 | Unit type cement fiber board curtain wall mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220580291U true CN220580291U (en) | 2024-03-12 |
Family
ID=90122496
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321955020.5U Active CN220580291U (en) | 2023-07-24 | 2023-07-24 | Unit type cement fiber board curtain wall mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220580291U (en) |
-
2023
- 2023-07-24 CN CN202321955020.5U patent/CN220580291U/en active Active
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