CN219386796U - High-altitude large-span unit-type hanging honeycomb aluminum plate curtain wall - Google Patents
High-altitude large-span unit-type hanging honeycomb aluminum plate curtain wall Download PDFInfo
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- CN219386796U CN219386796U CN202320389424.6U CN202320389424U CN219386796U CN 219386796 U CN219386796 U CN 219386796U CN 202320389424 U CN202320389424 U CN 202320389424U CN 219386796 U CN219386796 U CN 219386796U
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Abstract
The utility model provides a high-altitude large-span unit type honeycomb aluminum plate curtain wall, which comprises a connecting structure on a building main body structure, and a main keel, an auxiliary keel and honeycomb aluminum plates which are connected with the connecting structure, wherein the connecting structure vertically extends downwards from the bottom surface of the building main body and is fixedly arranged on one side of the main keel, and the position of the connecting structure corresponds to a gap between two adjacent honeycomb aluminum plates; the main joists are fixedly connected with the secondary joists through bolts, and the honeycomb aluminum plates are fixedly connected below the secondary joists and are distributed in an up-down staggered mode. According to the utility model, the steel wire mesh pedal is paved at the top of the integral unit to serve as an operation platform, and the difficulty in curtain wall construction of a high-altitude large-span steel structure is effectively solved in a pre-welding mode with the keels, so that the construction efficiency and the construction safety are ensured.
Description
Technical Field
The utility model relates to the field of aluminum plate curtain walls, in particular to a high-altitude large-span unit type honeycomb aluminum plate curtain wall.
Background
The curtain wall is a light enclosure outer wall with decorative effect commonly used on modern large and high-rise buildings, does not bear load, surrounds the periphery of the main structure of the building like a curtain, can bring the effect of attractive appearance to the whole building, and the outer walls of a plurality of buildings are decorated by adopting the aluminum plate curtain wall. The existing aluminum plate curtain wall decoration is mostly formed by splicing component type designs and installation processes, integral hoisting cannot be carried out on the building window wall and other parts, meanwhile, an outdoor floodlighting lamp is usually required to be installed at the inner position of an aluminum plate line groove, indoor replacement is difficult to achieve, the requirement of lamp overhaul is met, and if the building window wall decoration is a high-rise building project, the risk of overhead operation of floodlighting constructors is necessarily increased.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a high-altitude large-span unit type honeycomb aluminum plate curtain wall, wherein a steel wire mesh pedal is paved at the top of an integral unit to serve as an operation platform, and the difficulty in curtain wall construction of a high-altitude large-span steel structure is effectively solved in a pre-welding mode with keels, so that the construction efficiency and the construction safety are ensured.
In order to solve the technical problems, the embodiment of the utility model provides a high-altitude large-span unit type honeycomb aluminum plate curtain wall, which comprises a connecting structure on a main structure of a building, and a main keel, an auxiliary keel and honeycomb aluminum plates which are connected with the connecting structure, wherein the connecting structure vertically and downwards extends from the bottom surface of the main keel and is fixedly arranged on one side of the main keel, the position of the connecting structure corresponds to a gap between two adjacent honeycomb aluminum plates on the left and right, and the main keel and the auxiliary keel are fixedly connected through bolts;
the inner wall of the honeycomb aluminum plate is uniformly provided with grooves in square arrangement, and the honeycomb aluminum plate is fixedly connected with the secondary joists through the grooves and is arranged in a vertically staggered mode.
Wherein, the steel wire gauze footboard has been laid to the top of secondary joist.
The connecting structure comprises an upright post, a first connecting rod and a second connecting rod, wherein the upright post and the first connecting rod are welded, the first connecting rod and the second connecting rod are fixedly connected through bolts, and the second connecting rod and the main keel are welded.
Wherein, stand, head rod and second connecting rod set up to the tubular body respectively and stand and building major structure setting are the horizontal crisscross mode and distribute.
The upright post, the first connecting rod and the second connecting rod are composed of 120 x 6 hot dip galvanized square steel pipes, 6mm hot dip galvanized reinforcing rib plates and 300 x 12 hot dip galvanized steel plates.
The main keels comprise transverse main keels and vertical main keels, and the transverse main keels are fixedly connected with the vertical main keels through bolts; the secondary joists comprise transverse secondary joists and vertical secondary joists, welding is conducted between every two adjacent transverse secondary joists, and the vertical secondary joists are fixedly connected with the transverse secondary joists through welding.
The transverse main keels and the vertical main keels are formed by H200 x 8 x 12 steel, the transverse secondary keels are L100 x 63 x 6 steel angles, and the vertical secondary keels are L50 x 5 steel angles.
The technical scheme of the utility model has the following beneficial effects:
the utility model can be completed by adopting integral prefabrication and site installation, and meanwhile, the steel wire mesh pedal is paved on the plate to be used as a construction channel and a platform of a rear plate block, so that the problem that the construction platform is difficult to set up in high-altitude large-span operation is solved, the construction efficiency and the construction safety are ensured, meanwhile, the construction efficiency is effectively improved, the construction safety is ensured, and meanwhile, the requirements of economy and applicability are met in a permanent combination mode, thereby realizing the air curtain wall with higher difficulty.
Drawings
Fig. 1 is a schematic diagram of a front view structure of the present utility model.
Reference numerals illustrate:
1. a connection structure; 2. a main keel; 3. a secondary keel; 4. a honeycomb aluminum plate; 5. steel wire mesh pedal; 101. a column; 102. a first connecting rod; 103. a second connecting rod; 201. a transverse main keel; 202. a vertical main keel; 301. a transverse secondary keel; 302. vertical secondary joist.
Detailed Description
In order to make the technical problems, technical solutions and advantages to be solved more apparent, the following detailed description will be given with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1, the embodiment of the utility model provides a high-altitude large-span cellular aluminum plate curtain wall, which comprises a connecting structure 1 on a building main body structure, and a main keel 2, an auxiliary keel 3 and cellular aluminum plates 4 which are connected with the connecting structure, wherein the connecting structure 1 vertically and downwards extends from the bottom surface of the building main body and is fixedly arranged on one side of the main keel 2, the position of the connecting structure 1 corresponds to a gap between two left and right adjacent cellular aluminum plates 4, and the main keel 2 and the auxiliary keel 3 are fixedly connected through bolts;
the inner wall of the honeycomb aluminum plate 4 is uniformly provided with grooves in square arrangement, the honeycomb aluminum plate 4 is fixedly connected with the secondary joist 3 through the grooves, the corner codes and the T-shaped fixing pieces and is arranged in a vertically staggered mode, and the honeycomb aluminum plate can be slidably adjusted in the horizontal direction through the grooves, the corner codes and the fixing pieces.
A steel wire mesh pedal 5 is paved above the secondary joist 3.
The connecting structure comprises an upright post 101, a first connecting rod 102 and a second connecting rod 103, wherein the upright post 101 and the first connecting rod 102 are welded, the first connecting rod 102 and the second connecting rod 103 are fixedly connected through bolts, and the second connecting rod 103 is welded with the main keel 2. The upright posts 101, the first connecting rods 102 and the second connecting rods 103 are respectively arranged into tubular bodies, and the upright posts and the main structure of the building are arranged in a transverse staggered mode. The upright post 101, the first connecting rod 102 and the second connecting rod 103 are all composed of 120 x 6 hot dip galvanized square steel pipes, 6mm hot dip galvanized reinforcing rib plates and 300 x 12 hot dip galvanized steel plates.
The main joist 2 comprises a transverse main joist 201 and a vertical main joist 202, wherein the transverse main joist 201 and the vertical main joist 202 are fixedly connected through bolts; the cross runners 3 comprise transverse cross runners 301 and vertical cross runners 302, welding is conducted between adjacent transverse cross runners, and the vertical cross runners are fixedly connected with the transverse cross runners through welding. The transverse main keels and the vertical main keels are composed of H200 x 8 x 12 steel sections, the transverse secondary keels are L100 x 63 x 6 steel sections, and the vertical secondary keels are L50 x 5 steel sections. In addition, the main joist and the secondary joist are connected by bolts, because the honeycomb aluminum plate is lighter in weight, and if the honeycomb aluminum plate is connected by bolts, holes are formed in the lower flanges of the I-steel of the main joist and the secondary joist, but the lower flanges of the I-steel are strictly forbidden to be provided with holes and the tension of the lower flanges is influenced, so that a welding mode is adopted.
The working process comprises the following steps: after hanging baskets are lifted to the working height of the connecting piece and hover, two ends of adjacent hanging baskets are rigidly connected by using a rigid connecting rod and a fastener with an adjusting screw hole, so that shaking in the horizontal direction is resisted, every other hanging basket is rigidly connected and fixed with the connecting structure, and jolt in the vertical direction is resisted.
When the first span is installed, no upper surface is arranged at the bottom of the structure, so that constructors of the first span enter the hanging basket through the hanging ladder with the enclosure, and materials are transferred to the installation position through personnel on floors and the electric hoist. The upright post 101 is welded with the first connecting rod 102, and then the second connecting rod 103, the main runners 2 and the cross runners 3 are mounted in the above order, so that the integral structure is formed.
The construction hole is reserved through the floor slab and is hoisted by the synchronous winch, the prefabricated integral unit formed by the secondary joist 3 and the honeycomb aluminum plate 4 is installed, meanwhile, the finished integral unit is paved with a steel wire mesh pedal, and the steel wire mesh pedal can be used as an operation platform of a rear construction plate, so that the installation of the whole structure is completed.
The integral structure is secondarily connected with the integral unit through the on-site installation prefabricated frame to form the unit type adjustable hanging honeycomb aluminum plate curtain wall. The utility model can effectively solve the problem that the high-altitude large-span structure cannot be erected on a conventional construction platform, and simultaneously solves the problem that the structure is difficult to hang and construct. The economical efficiency and the applicability of the structure are met while the construction efficiency and the construction safety are ensured.
While the foregoing is directed to the preferred embodiments of the present utility model, it will be appreciated by those skilled in the art that various modifications and adaptations can be made without departing from the principles of the present utility model, and such modifications and adaptations are intended to be comprehended within the scope of the present utility model.
Claims (7)
1. The utility model provides a high altitude large-span unit formula honeycomb aluminum plate curtain, its characterized in that includes connection structure on the building main body structure and sets up main joist, secondary joist, the honeycomb aluminum plate of being connected with connection structure, connection structure is vertical from building base member bottom surface downwardly extending set firmly in one side of main joist, and connection structure place corresponds with the clearance between two adjacent honeycomb aluminum plates about, pass through bolted connection between main joist and the secondary joist;
the inner wall of the honeycomb aluminum plate is uniformly provided with grooves in square arrangement, and the honeycomb aluminum plate is fixedly connected with the secondary joists through the grooves and is arranged in a vertically staggered mode.
2. The high altitude large span cellular aluminum panel curtain wall of claim 1, wherein a steel wire mesh pedal is laid above the secondary joist.
3. The high-altitude large-span cellular aluminum plate curtain wall according to claim 1, wherein the connecting structure comprises a stand column, a first connecting rod and a second connecting rod, wherein the stand column is welded with the first connecting rod, the first connecting rod is fixedly connected with the second connecting rod through a bolt, and the second connecting rod is welded with the main keel.
4. The high-altitude large-span cellular aluminum panel curtain wall as recited in claim 3, wherein the upright posts, the first connecting rod and the second connecting rod are respectively arranged as tubular bodies and the upright posts and the main structure of the building are arranged in a transverse staggered manner.
5. The high-altitude large-span cellular aluminum sheet curtain wall of claim 3, wherein the upright, the first connecting rod and the second connecting rod are each composed of 120 x 6 hot dip galvanized steel pipes, 6mm hot dip zinc reinforcement rib plates, 300 x 12 hot dip zinc steel plates.
6. The high-altitude large-span cellular aluminum panel curtain wall of claim 1, wherein,
the main keels comprise transverse main keels and vertical main keels, and the transverse main keels are fixedly connected with the vertical main keels through bolts;
the secondary joists comprise transverse secondary joists and vertical secondary joists, welding is conducted between every two adjacent transverse secondary joists, and the vertical secondary joists are fixedly connected with the transverse secondary joists through welding.
7. The high-altitude large-span cellular aluminum panel curtain wall of claim 6, wherein the transverse main joists and the vertical main joists are each composed of H200 x 8 x 12 steel, the transverse cross joists are L100 x 63 x 6 steel angles, and the vertical cross joists are L50 x 5 steel angles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320389424.6U CN219386796U (en) | 2023-03-06 | 2023-03-06 | High-altitude large-span unit-type hanging honeycomb aluminum plate curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320389424.6U CN219386796U (en) | 2023-03-06 | 2023-03-06 | High-altitude large-span unit-type hanging honeycomb aluminum plate curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219386796U true CN219386796U (en) | 2023-07-21 |
Family
ID=87168414
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320389424.6U Active CN219386796U (en) | 2023-03-06 | 2023-03-06 | High-altitude large-span unit-type hanging honeycomb aluminum plate curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219386796U (en) |
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2023
- 2023-03-06 CN CN202320389424.6U patent/CN219386796U/en active Active
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