CN220035825U - Large cantilever curtain wall mounting structure - Google Patents

Large cantilever curtain wall mounting structure Download PDF

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Publication number
CN220035825U
CN220035825U CN202321497262.4U CN202321497262U CN220035825U CN 220035825 U CN220035825 U CN 220035825U CN 202321497262 U CN202321497262 U CN 202321497262U CN 220035825 U CN220035825 U CN 220035825U
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CN
China
Prior art keywords
truss
curtain wall
support frame
mounting structure
wall mounting
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Active
Application number
CN202321497262.4U
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Chinese (zh)
Inventor
齐晓栋
田树刚
屈江龙
金庆文
肖杨
高健
杜运兴
王占春
杨勇
李梓维
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China Construction First Group Corp Ltd
China Construction First Group the Fifth Construction Co Ltd
Original Assignee
China Construction First Group Corp Ltd
China Construction First Group the Fifth Construction Co Ltd
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Priority to CN202321497262.4U priority Critical patent/CN220035825U/en
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Abstract

The utility model relates to a large overhanging curtain wall mounting structure, which relates to the technical field of overhanging curtain wall mounting structures and comprises a support frame, a truss and a cover plate, wherein the support frame is used for being fixed on a concrete foundation, the truss is arranged at the top of the side wall of the support frame, the cover plate is covered outside the support frame and the truss, and fixing pieces are arranged on the support frame and the truss and used for fixing the cover plate on the support frame and the truss. The utility model has the effect of facilitating the installation of the large overhanging curtain wall.

Description

Large cantilever curtain wall mounting structure
Technical Field
The utility model relates to the technical field of overhanging curtain wall mounting structures, in particular to a large overhanging curtain wall mounting structure.
Background
Along with the diversity of modern building design functions, in order to meet the modeling visual effect of different buildings, the large overhanging curtain wall is widely used in the construction of the existing buildings.
At present, the installation of the large overhanging curtain wall is to build a reinforcement cage bracket on the basis of the original house concrete, and then to pour concrete into the reinforcement cage a little by little so as to complete the installation of the large overhanging curtain wall.
The installation mode is stable, but the traditional concrete pouring mode needs to be performed along with coagulation and irrigation, so that the construction period of the large overhanging curtain wall is longer, and the installation cost is higher. And the large overhanging curtain wall generally only plays a role in beautifying the exterior of the building, and does not need bearing. Therefore, the conventional concrete pouring method is inconvenient in practical construction.
Disclosure of Invention
In order to facilitate the installation of the large overhanging curtain wall, the utility model provides a large overhanging curtain wall installation structure.
The utility model provides a large overhanging curtain wall mounting structure which adopts the following technical scheme:
the utility model provides a curtain mounting structure encorbelments greatly, is including being used for fixing the support frame on concrete foundation, setting up at the truss at support frame lateral wall top and cover the shielding plate outside support frame and truss, be provided with the mounting that is used for fixing the shielding plate on support frame and truss on support frame and the truss.
Through adopting above-mentioned technical scheme, when carrying out the installation of big curtain that encorbelments, fix the support frame as the basic support of big curtain that encorbelments on the concrete basis that the house was originally earlier, then fixed truss on the support frame top outer wall, use the mounting to fix this apron at last, can accomplish the installation of big curtain that encorbelments. The construction period is shortened on the premise that the support frame and the truss are matched to ensure the strength without additional concrete pouring, the construction cost is reduced, and the installation is more convenient.
Optionally, the concrete foundation comprises an embedded part embedded in the concrete foundation, the embedded part extends out of the surface of the concrete foundation, and the support frame is arranged on the concrete foundation through the embedded part.
Through adopting above-mentioned technical scheme, be convenient for fix the support frame on concrete foundation for the fixing of support frame is more stable.
Optionally, the support frame includes a plurality of stands and a plurality of crossbeam, stand one end is connected with the built-in fitting, just stand length direction is perpendicular with concrete foundation, a plurality of the crossbeam sets up between two adjacent stands and is parallel to each other, the crossbeam at top on the stand outwards extends, the truss is fixed on the extension section and the stand of top crossbeam.
Through adopting above-mentioned technical scheme, a plurality of crossbeams are connected between adjacent stand, conduct the atress of adjacent stand for the atress between the adjacent stand is more even, so that the installation of support frame is more stable.
Optionally, a plurality of grooves are vertically arranged on the upright at intervals, the specifications of the grooves are matched with the cross section of the cross beam, and the distance between opposite surfaces of the grooves is larger than the length of the cross beam.
Through adopting above-mentioned technical scheme, the distance between the recess opposite face is greater than the crossbeam length and more is convenient for the crossbeam and inserts, can carry out temporary fixed to the crossbeam when the installation crossbeam, carries out unified welding again for the installation is more convenient.
Optionally, a stabilizing member for reinforcing the support of the cross beam is further provided on the upright.
Through adopting above-mentioned technical scheme, to some higher buildings, required stand height is higher, and the steady piece can carry out extra support to the crossbeam to reduce the possibility of crossbeam atress rupture.
Optionally, the stabilizing piece comprises a reinforcing rod, and two ends of the reinforcing rod are respectively connected to the cross beam and the upright post.
Through adopting above-mentioned technical scheme, simple structure, simple to operate.
Optionally, the fixing piece comprises a rivet penetrating through the cover plate, and the support frame and the truss are provided with through holes for the rivet to penetrate.
Through adopting above-mentioned technical scheme, simple structure is convenient, can stabilize and fix the apron on support frame and truss.
Optionally, a glue layer is arranged at the splicing position of the adjacent shielding plates.
By adopting the technical scheme, the seam of the cover plate is sealed, so that the cover plate is connected, attractive appearance is achieved, and meanwhile the possibility that rainwater permeates into the truss and the support frame from the seam of the cover plate can be reduced.
In summary, the present utility model includes at least one of the following beneficial technical effects:
1. through luxuriously arranging embedded parts in a concrete foundation, installing a support frame above the embedded parts, then matching with trusses, finally attaching a cover plate on the outer surface according to actual requirements, no additional concrete pouring is needed, the manufacturing period is shortened, the manufacturing cost is reduced, and the installation of the large overhanging curtain wall is facilitated;
2. the upright posts are vertically provided with the grooves which are matched with the cross beams, and the cross beams are clamped into the grooves and then welded, so that the cross beams are more convenient to install;
3. the cover plate is fixed on the support frame and the truss through the rivet, so that the structure is simple, the coverage is stable, and the installation and the use are convenient.
Drawings
FIG. 1 is a schematic view showing the overall structure of embodiment 1 of the present utility model;
FIG. 2 is a cross-sectional view of embodiment 1 of the present utility model;
FIG. 3 is a schematic overall structure of embodiment 2 of the present utility model;
in the figure, 1, a concrete foundation; 11. an embedded part; 2. a column; 21. a cross beam; 22. a groove; 23. a reinforcing rod; 3. truss; 4. a cover plate; 41. and (5) a rivet.
Detailed Description
The present utility model will be described in further detail with reference to fig. 1 to 3.
Example 1:
the embodiment 1 of the utility model discloses a large cantilever curtain wall mounting structure, which comprises an embedded part 11 embedded in a concrete foundation 1, a support frame erected on the concrete foundation 1 through the embedded part 11, a truss 3 arranged at the top of the side wall of the support frame and a cover plate 4 covering the surfaces of the support frame and the truss 3, and referring to fig. 1 and 2. The embedded part 11 is embedded in advance when the original concrete foundation 1 of the house is built, one end of the embedded part 11 extends out of the surface of the concrete foundation 1, and the length direction of the embedded part 11 and the plane of the concrete foundation 1 are in a mutually perpendicular state, so that a support frame can be welded to the embedded part 11 later; after the support frame is installed, the fixing piece is used for fixing the shielding plate 4 on the surfaces of the support frame and the truss 3, so that the installation of the large overhanging curtain wall can be completed, a traditional concrete building support is not required to be used for pouring, the construction period is shortened, and the installation of the large overhanging curtain wall is more convenient.
The support frame comprises a plurality of upright posts 2 and a plurality of cross beams 21, one ends of the upright posts 2 are vertically welded on the embedded part 11, so that the upright posts 2 can be welded on the concrete foundation 1 more stably, the upright posts 2 are parallel to each other and the tops of the upright posts are parallel, the cross beams 21 are arranged between two adjacent upright posts 2 at intervals along the height direction of the upright posts 2, and the cross beams 21 are arranged in parallel to each other, so that force transmission between the two upright posts 2 is stable, and the stress is more uniform; the crossbeam 21 at the top of the upright post 2 extends outwards of the upright post 2, and the truss 3 is fixed on the extending section of the crossbeam 21 and the top of the upright post 2, so that the truss 3 is more stably installed. A plurality of grooves 22 are vertically arranged on the opposite side walls of the adjacent upright posts 2 at intervals, the sections of the grooves 22 are matched with the sections of the cross beams 21, and allowance for inserting the cross beams 21 is reserved in the grooves 22, so that when the support frame is built, the cross beams 21 can be temporarily inserted into the vertical beams, then welding is carried out between the cross beams 21 and the vertical beams, and the installation of operators is facilitated.
The fixing member comprises rivets 41 penetrating through the cover plate 4, and referring to fig. 2, a plurality of threaded holes for the rivets 41 to penetrate through are formed on the support frame and the truss 3 at intervals, so that the cover plate 4 can be fixed on the surfaces of the support frame and the truss 3. After the fixing, the splicing parts between the adjacent cover plates 4 are also filled with glue layers, so that the support frame and the cover plates 4 on the surface of the truss 3 are connected into a main body, and the possibility of rain seepage of the large overhanging curtain wall is reduced. In this embodiment, the cover plate 4 is specifically made of an aluminum plate, so that the supporting force of the cover plate is more stable, and in other embodiments, the support frame and the truss 3 may be covered by using the cover plate 4 made of other materials.
The implementation principle of the embodiment of the utility model is as follows: when the large overhanging curtain wall is installed, firstly, the upright posts 2 are welded at the penetrating-out ends of the embedded parts 11 penetrating out of the concrete foundation 1, a plurality of cross beams 21 are inserted into opposite grooves 22 of the upright posts 2 at the same level, and then the cross beams 21 and the upright posts 2 are welded. The beam 21 at the topmost end extends outwards, the truss 3 is welded between the extending section of the beam 21 and the upright post 2, then the covering plate 4 is covered on the beam 21, the truss 3, the upright post 2, the concrete foundation 1 and other building structures according to actual construction site requirements, and the joint of the covering plate 4 is filled with a glue layer, so that the installation construction of the large overhanging curtain wall can be completed.
Example 2:
the embodiment 2 of the utility model discloses a large overhanging curtain wall mounting structure, referring to fig. 3, the difference between the embodiment 2 and the embodiment 1 is that: for some higher buildings, the required heights of the upright posts 2 are higher, in order to make the cross beams 21 between the upright posts 2 more stable, the upright posts 2 are further provided with stabilizing members for reinforcing the support of the cross beams 21, the stabilizing members comprise reinforcing rods 23, and two ends of each reinforcing rod 23 are respectively connected to the bottoms of the cross beams 21 and opposite side walls of the adjacent upright posts 2 so as to play a role in triangular reinforcement on the cross beams 21.
The embodiments of the present utility model are all preferred embodiments of the present utility model, and are not intended to limit the scope of the present utility model, wherein like reference numerals are used to refer to like elements throughout. Therefore: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.

Claims (8)

1. The utility model provides a curtain mounting structure encorbelments greatly, its characterized in that, including being used for fixing support frame on concrete foundation (1), setting up truss (3) at support frame lateral wall top and cover board (4) outside support frame and truss (3), be provided with on support frame and truss (3) and be used for fixing the mounting on support frame and truss (3) with cover board (4).
2. The large overhanging curtain wall mounting structure as claimed in claim 1, further comprising an embedded part (11) embedded in the concrete foundation (1), the embedded part (11) extending out from the surface of the concrete foundation (1), and the supporting frame being arranged on the concrete foundation (1) through the embedded part (11).
3. The large overhanging curtain wall mounting structure as claimed in claim 2, characterized in that the supporting frame comprises a plurality of columns (2) and a plurality of beams (21), one end of the column (2) is connected with the embedded part (11), the length direction of the column (2) is vertical to the concrete foundation (1), a plurality of beams (21) are arranged between adjacent columns (2) and are parallel to each other, the top-most beam (21) on the column (2) extends outwards, and the truss (3) is fixed on the extension section of the top-most beam (21) and the column (2).
4. A curtain wall mounting structure encorbelments greatly according to claim 3, characterized in that a plurality of grooves (22) are vertically arranged on the upright (2) at intervals, the specifications of the grooves (22) are matched with the cross section of the cross beam (21), and the distance between the opposite surfaces of the two opposite grooves (22) is larger than the length of the cross beam (21).
5. A curtain wall mounting structure according to claim 3, characterized in that the upright (2) is further provided with a stabilizing member for reinforcing the support of the cross beam (21).
6. The large overhanging curtain wall mounting structure as claimed in claim 5, characterized in that the stabilizing member comprises a reinforcing rod (23), both ends of the reinforcing rod (23) are connected to the cross beam (21) and the upright (2), respectively.
7. The large overhanging curtain wall mounting structure as claimed in claim 1, characterized in that the fixing member comprises a rivet (41) penetrating through the cover plate (4), and the supporting frame and the truss (3) are provided with perforations through which the rivet (41) penetrates.
8. The large overhanging curtain wall mounting structure as claimed in claim 1, characterized in that adjacent splice parts of the cover plates (4) are provided with glue layers.
CN202321497262.4U 2023-06-12 2023-06-12 Large cantilever curtain wall mounting structure Active CN220035825U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321497262.4U CN220035825U (en) 2023-06-12 2023-06-12 Large cantilever curtain wall mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321497262.4U CN220035825U (en) 2023-06-12 2023-06-12 Large cantilever curtain wall mounting structure

Publications (1)

Publication Number Publication Date
CN220035825U true CN220035825U (en) 2023-11-17

Family

ID=88744110

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321497262.4U Active CN220035825U (en) 2023-06-12 2023-06-12 Large cantilever curtain wall mounting structure

Country Status (1)

Country Link
CN (1) CN220035825U (en)

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