LU508054B1 - Through-Type Transverse Slide Rail Construction Basket for External Wall Construction of Building - Google Patents
Through-Type Transverse Slide Rail Construction Basket for External Wall Construction of Building Download PDFInfo
- Publication number
- LU508054B1 LU508054B1 LU508054A LU508054A LU508054B1 LU 508054 B1 LU508054 B1 LU 508054B1 LU 508054 A LU508054 A LU 508054A LU 508054 A LU508054 A LU 508054A LU 508054 B1 LU508054 B1 LU 508054B1
- Authority
- LU
- Luxembourg
- Prior art keywords
- main support
- support beam
- reinforced concrete
- construction
- steering member
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/34—Mobile scaffolds; Scaffolds with mobile platforms characterised by supporting structures provided on the roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention discloses a through-type transverse slide rail construction basket, for external wall construction of a building, comprising: a rear anchor steel rail surrounding a reinforced concrete parapet; a main support beam, wherein a connecting seat and a first steering member are respectively provided at the inner and outer ends ; an inclined brace; a support column, wherein a second steering member is provided at an upper end; and a construction basket, outside the parapet and provided with an electric winch, wherein a traction steel wire rope is wound around the winch, and an outer end of the wire rope sequentially bypasses the first steering member and the second steering member and is then fixedly connected to the connecting seat. The invention ensures that the main support beam can stably translate in the length direction of a parapet, thus easily achieving transverse movement and ascending-descending of the construction basket.The invention discloses a through-type transverse slide rail construction basket, for external wall construction of a building, comprising: a rear anchor steel rail surrounding a reinforced concrete parapet; a main support beam, in which a connecting seat and a first steering member are respectively provided at the inner and outer ends; an inclined brace; a support column, in which a second steering member is provided at an upper end; and a construction basket, outside the parapet and provided with an electric winch, wherein a traction steel wire rope is wound around the winch, and an outer end of the wire rope sequentially bypasses the first steering member and the second steering member and is then fixedly connected to the connecting seat. The invention ensures that the main support beam can stably translate in the length direction of a parapet, thus easily achieving transverse movement and ascending-descending of the construction basket.
Description
Through-Type Transverse Slide Rail Construction Basket for External 17008056
Wall Construction of Building
The present invention relates to the technical field of building construction, and more particularly, to a through-type transverse slide rail construction basket for external wall construction of a building.
In construction tasks such as painting, external insulation layer paving, and natural stone paint coating for building external walls, the construction basket is the most commonly used engineering facility, which provides great convenience for on-site construction.
However, the construction baskets installed on current construction sites have a relatively complex structure, featuring long main beams and a large number of counterweights.
During on-site installation, the main beams of adjacent baskets are prone to cross conflicts, which not only hinder on-site construction but also increase safety risks. Moreover, due to the process requirements of external wall construction, it is necessary to frequently move the basket positions. However, the construction baskets installed on current construction sites are cumbersome to move and must be operated by professionals, significantly affecting the on-site construction efficiency.
It is an object of the present invention to provide a through-type transverse slide rail construction basket for external wall construction of building.
To achieve the above object, the present invention can adopt the following technical solutions:
The through-type transverse slide rail construction basket for external wall construction of
4 . Lo. LU508054 a building of the invention includes: a rear anchor steel rail, which horizontally surrounds an inner side surface of a reinforced concrete parapet along the length direction of the reinforced concrete parapet; a main support beam, which 1s transversely arranged on a top edge of the reinforced concrete parapet, wherein a connecting seat is provided at an inner end of the main support beam, and a first steering member 1s provided at an outer end of the main support beam; an inclined brace, an upper inclined end of the inclined brace being connected to the connecting seat, and a lower inclined end of the inclined brace being connected to a fixing clip which is buckled on the rear anchor steel rail and slides horizontally; a support column, which is vertically arranged on the main support beam arranged above the reinforced concrete parapet, wherein a second steering member is provided at an upper end of the support column; and a construction basket, which is located outside the reinforced concrete parapet and provided with an electric winch, wherein a traction steel wire rope is wound around the electric winch, and an outer end of the traction steel wire rope sequentially bypasses the first steering member and the second steering member and is then fixedly connected to the connecting seat provided at the inner end of the main support beam.
Further, the first steering member and the second steering member are steering fixed pulleys, but of course, to enhance the supporting strength, the first steering member and the second steering member may also be rotating pins fixedly sleeved with guide wheels.
Further, the connecting seat includes a door-shaped lower bracket sleeving the main support beam from top to bottom, the door-shaped lower bracket 1s provided with a first 7508054 fixing pin horizontally penetrating through the main support beam, and a second fixing pin horizontally penetrating through the upper inclined end of the inclined brace, a U-shaped upper bracket is fixedly connected to a top wall of the door-shaped lower bracket, and a third fixing pin fixedly connected to the traction steel wire rope horizontally penetrates through the U-shaped upper bracket.
Further, the rear anchor steel rail is an I-beam steel rail affixed to the inner side surface of the reinforced concrete parapet, which is convenient for taking materials and also convenient for installation and paving, in this case, the fixing clip is a C-shaped buckle adapted to be buckled on an outer flange of the I-beam steel rail so as to ensure that it can slide along the length direction of the I-beam steel rail while being stably buckled on the outer flange of the I-beam steel rail.
Further, in order to be able to keep the main support beam smooth, the main support beam on the inner side of the reinforced concrete parapet is fixed with a shoring bracket, and the shoring bracket is horizontally screwed through with a shoring shaft, one end of the shoring shaft is a gripping end and the other end of the shoring shaft is a supporting plate end that is supported on the inner side surface of the reinforced concrete parapet. The supporting plate end is tightly fixed on the inner side surface of the reinforced concrete parapet by adjusting the shoring shaft, so as to cooperate with the fixing clip buckled on the rear anchor steel rail and jointly bear the reverse acting force brought by the gravity of the construction basket.
Further, to prevent the main support beam which is transversely arranged on a top edge of the reinforced concrete parapet from rotating left and right, a fixing seat is provided at a lower end of the support column and fixedly sleeves the main support beam, and a rectangular steel rail is laid on the top edge of the reinforced concrete parapet along the length direction, and a bottom surface of the fixing seat 1s provided with a clamping groove 7508054 adapted to be buckled on the rectangular steel rail, thereby effectively restricting the left and right rotation of the main support beam while ensuring that the main support beam can move along the length direction of the reinforced concrete parapet.
The advantage of this invention lies in the utilization of the inclined brace connected to the inner end of the main support beam, coupled with the fixing clip buckled on the rear anchor steel rail, and the shoring shaft that braces against the inner side surface of the reinforced concrete parapet, thereby easily and securely lifting the construction basket and ensuring that the main support beam can stably translate in the length direction of the reinforced concrete parapet, and thus easily achieving transverse movement and vertical lifting of the construction basket, effectively avoiding the need for an excessively long main support beam or an excessive number of counterweights. Additionally, the installation and movement of the through-type transverse slide rail construction basket are relatively convenient, allowing general technicians to easily complete the operation, and significantly improving on-site construction efficiency.
FIG. 1 is a structural schematic diagram of the present invention.
FIG. 2 is an enlarged left side view of the connecting seat of FIG. 1.
FIG. 3 is an enlarged view of the right end surface of the main support beam of FIG. 1.
The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention, it is obvious that the described embodiments are only a part of the embodiments of the present invention, rather than all of the embodiments.
Based on the embodiments in the present invention, all other embodiments obtained by those of ordinary skill in the art without making inventive labor belong to the scope of 7508056 protection of the present invention.
It should be noted that all directionality indications (such as up, down, left, right, front, 5 back, ...) in the embodiments of the present invention are only used to explain the relative positional relationship, movement situation, etc. between components in a particular posture (as shown in the drawings), and if the particular posture is changed, the directionality indications are changed accordingly.
As used herein, the terms “connection”, “fixing” and the like should be understood in a broad sense unless otherwise specified and defined, for example, “connection” may be fixed connection or detachable connection or integrated connection, may be mechanical connection or electrical connection, may be direct connection or indirect connection through an intermediate medium, and may be internal connection of two elements or the interaction of two elements, unless otherwise explicitly defined. For those of ordinary skilled in the art, the specific meanings of the above terms in the present application may be understood according to specific situations.
In addition, descriptions such as referring to “first”, “second”, etc. in the present invention are for descriptive purposes only, and cannot be understood as indicating or implying the relative importance or implicitly indicating the number of indicated technical features.
Therefore, the features defined as “first” and “second” may explicitly or implicitly include one of the features.
As shown in FIG. 1, the through-type transverse slide rail construction basket for external wall construction of a building according to the present invention includes a rear anchor steel rail 1, a main support beam 2, an inclined brace 3, a support column 4, and a construction basket 5.
In particular, the rear anchor steel rail 1 is a thickened I-beam steel rail, which is convenient for direct material taking on the construction site, and also convenient for it to be installed and laid on the inner side surface of the reinforced concrete parapet 6 at the top of the building in a horizontal posture, and the rear anchor steel rail 1 can be circled along the length direction of the reinforced concrete parapet 6 in actual paving, and when encountering the corner of the reinforced concrete parapet 6, the rear anchor steel rail 1 can be suspended and erected on the inner side surface of the reinforced concrete parapet 6 in the form of an arc structure, so as to form an arc transition section at the corner of the reinforced concrete parapet 6.
The main support beam 2 is a rectangular square steel beam that is transversely supported on the top edge of the reinforced concrete parapet 6, and one end of the main support beam 2 extends to the inner side of the reinforced concrete parapet 6 to form an inner end, while the other end of the main support beam 2 overhangs outside the reinforced concrete parapet 6 to form an outer end.
A connecting seat 7 is provided at the inner end of the main support beam 2, specifically, as shown in FIG. 2, the connecting seat 7 includes a door-shaped lower bracket 7.1 sleeving the main support beam 2 from top to bottom, the door-shaped lower bracket 7.1 is provided with a first fixing pin 7.2 horizontally penetrating through the main support beam 2, and a second fixing pin 7.3 horizontally penetrating through the lower part of the main support beam 2 and kept in parallel to the first fixing pin 7.2, a U-shaped upper bracket 7.4 is fixedly connected to a top wall of the door-shaped lower bracket 7.1, and a third fixing pin 7.5 kept parallel to the first fixing pin 7.2 horizontally penetrates through the U-shaped upper bracket 7.4.
The outer end of the main support beam 2 opposite to the connecting seat 7 is provided with the first steering member 8, the first steering member 8 may employ a steering fixed 7508056 pulley, of course, to enhance the supporting strength, as shown in FIG. 3, the first steering member 8 preferably adopts a rotating pin 8.2 fixedly sleeved with a guide wheel 8.1. At this time, a pair of connecting ear plates 8.3 are fixedly connected at intervals along the width direction at the top surface of the main support beam 2 near the outer end, and the rotating pin 8.2 is hinged through the two connecting ear plates 8.3, and the guide wheel 8.1 on the rotating pin 8.2 is ensured to be located between the two connecting ear plates 8.3.
The inclined brace 3 is a rectangular square steel pipe arranged obliquely on the inner side of the reinforced concrete parapet 6, the upper inclined end of the inclined brace 3 is connected to the connecting seat 7. Specifically, the upper inclined end of the inclined brace 3 1s extended into the door-shaped lower bracket 7.1 located below the main support beam 2 and the second fixing pin 7.3 horizontally penetrates through the inclined brace 3, thereby forming a fixed connection with the connecting seat 7. In addition, a fixing clip 9 is connected to the lower inclined end of the inclined brace 3, and the fixing clip 9 is a
C-shaped buckle, which can be adapted to be buckled on the outer flange of the I-beam steel rail constituting the rear anchor steel rail 1, and can slide horizontally along the length direction of the I-beam steel rail while ensuring stable clamping.
The support column 4 is vertically disposed on the support main beam 2 above the reinforced concrete parapet 6, and the upper end of the support column 4 is provided with a second steering member 10; the second steering member 10 may adopt a steering fixed pulley, or may adopt the same structural shape as the first steering member 8, but whether the steering fixed pulley or the same structural shape as the first steering member 8 is adopted, it is necessary to ensure that the axial direction of the second steering member 10 and the axial direction of the first steering member 8 are set along the width direction of the main support beam 2.
The construction basket 5 is an engineering facility on which the construction workers stand during the construction of the external wall of the building, is located outside the reinforced concrete parapet 6, and should have the functions of transverse translation and vertical lifting. Therefore, the construction basket 5 is provided with an electric winch 11, and a traction steel wire rope 12 is wound around the electric winch 11, one end (i.e. inner end) of the traction steel wire rope 12 is fixed on the electric winch 11, and the other end (i.e. outer end) should sequentially bypass the first steering member 8 and the second steering member 10, and finally fixedly connected to the third fixing pin 7.5 penetrating through the U-shaped upper bracket 7.4, so as to form a fixed connection with the connecting seat 7 on the inner end of the main support beam 2. At this time, by retracting and releasing the electric winch 11, the vertical lifting of the construction basket 5 can be easily realized, and the transverse translation of the construction basket 5 is realized by the transverse translation of the main support beam 2.
Further, in order to improve the stability of the main support beam 2, the main support beam 2 located on the inner side of the reinforced concrete parapet 6 is fixedly provided with a shoring bracket 13, the shoring bracket 13 is horizontally screwed through with a shoring shaft 14, one end of the shoring shaft 14 is a gripping end and the other end of the shoring shaft 14 is a supporting plate end that is supported on the inner side surface of the reinforced concrete parapet 6, and the supporting plate end is tightly fixed on the inner side surface of the reinforced concrete parapet 6 by adjusting the shoring shaft 14 to jointly bear the upward reaction force of the inner end of the main support beam 2 caused by the gravity of the construction basket 5 in cooperation with the fixing clip 9 buckled on the rear anchor steel rail 1. In addition, in order to make the shoring bracket 13 more firmly connected to the main support beam 2, the shoring bracket 13 has a right-angle triangle structure, and a straight corner edge of the shoring bracket 13 is fixed to the main support beam 2 by a pin, while the other straight corner edge is vertically downward and located close to the reinforced concrete parapet 5, thereby enhancing the support strength and support stability of the shoring bracket 13. 7508054
Further, in order to prevent the main support beam 2 horizontally mounted on the top edge of the reinforced concrete parapet 5 from rotating left and right, a fixing seat 15 fixedly sleeves the main support beam 2 can be arranged at the lower end of the support column 4, and a rectangular steel rail 16 can be laid on the top edge of the reinforced concrete parapet 6 along the length direction, and a clamping groove 17 adapted to be buckled on the rectangular steel rail 16 is provided on the bottom surface of the fixing seat 15, so that the fixing seat 15 is buckled on the rectangular steel rail 16, and the main support beam 2 can be effectively restricted from rotating left and right while ensuring that the main support beam 2 can move horizontally and laterally along the length direction of the reinforced concrete parapet 6. In addition, when the rectangular steel rail 16 is laid, it should be consistent with the laying direction of the rear anchor steel rail 1, that is, the rectangular steel rail 16 is also arranged in a circle along the length direction of the reinforced concrete parapet 6, and when encountering the corner of the reinforced concrete parapet 6, the rectangular steel rail 16 is consistent with the rear anchor steel rail 1, and is suspended and erected on the reinforced concrete parapet 6 in the form of an arc structure, and then an arc transition section is formed at the corner of the reinforced concrete parapet 6, so as to ensure that the fixing seat 15 together with the main support beam 2 and the inclined brace 3 can easily pass through the corner of the reinforced concrete parapet 6.
When in use, it is only necessary to translate the main support beam 2 according to the use needs, and then complete the transverse translation of the construction basket 5. After the construction basket 5 is translated into position, by screwing the shoring shaft 14, the supporting plate end of the shoring shaft 14 is firmly fixed on the inner side surface of the reinforced concrete parapet 6, thereby forming a further firm support for the main support beam 2. When it is necessary to lift the construction basket 5 longitudinally, the construction personnel standing on the construction basket 5 can directly control the retraction and release of the electric winch 11, and then complete the vertical lifting of the 7508056 construction basket 5, easily realize the transverse movement and the vertical lifting of the construction basket 5, thus effectively avoiding the need for an excessively long main support beam 2 or an excessive number of counterweights.
In addition, the installation and movement of the entire through-type transverse slide rail construction basket are relatively convenient, and ordinary technicians can easily complete the operation, greatly improving the efficiency of on-site construction.
Claims (6)
1. A through-type transverse slide rail construction basket for external wall construction of a building, characterized by comprising: a rear anchor steel rail, which horizontally surrounds an inner side surface of a reinforced concrete parapet along the length direction of the reinforced concrete parapet; a main support beam, which is transversely arranged on a top edge of the reinforced concrete parapet, wherein a connecting seat is provided at an inner end of the main support beam, and a first steering member is provided at an outer end of the main support beam; an inclined brace, an upper inclined end of the inclined brace being connected to the connecting seat, and a lower inclined end of the inclined brace being connected to a fixing clip which is buckled on the rear anchor steel rail and slides horizontally; a support column, which is vertically arranged on the main support beam arranged above the reinforced concrete parapet, wherein a second steering member is provided at an upper end of the support column; and a construction basket, which is located outside the reinforced concrete parapet and provided with an electric winch, wherein a traction steel wire rope is wound around the electric winch, and an outer end of the traction steel wire rope sequentially bypasses the first steering member and the second steering member and is then fixedly connected to the connecting seat provided at the inner end of the main support beam.
2. The through-type transverse slide rail construction basket for external wall construction of a building according to claim 1, characterized in that the first steering member and the second steering member are steering fixed pulleys or rotating pins fixedly sleeved with 7508054 guide wheels.
3. The through-type transverse slide rail construction basket for external wall construction of a building according to claim 1, characterized in that the connecting seat comprises a door-shaped lower bracket being sleeved on the main support beam from top to bottom, the door-shaped lower bracket is provided with a first fixing pin horizontally penetrating through the main support beam, and a second fixing pin horizontally penetrating through the upper inclined end of the inclined brace, a U-shaped upper bracket is fixedly connected to a top wall of the door-shaped lower bracket, and a third fixing pin fixedly connected to the traction steel wire rope horizontally penetrates through the U-shaped upper bracket.
4. The through-type transverse slide rail construction basket for external wall construction of a building according to claim 1, characterized in that the rear anchor steel rail is an I-beam steel rail affixed to the inner side surface of the reinforced concrete parapet, and the fixing clip is a C-shaped buckle adapted to be buckled on an outer flange of the I-beam steel rail.
5. The through-type transverse slide rail construction basket for external wall construction ofa building according to claim 1, characterized in that the main support beam on the inner side of the reinforced concrete parapet is fixed with a shoring bracket, and the shoring bracket is horizontally screwed through with a shoring shaft, one end of the shoring shaft is a gripping end and the other end of the shoring shaft is a supporting plate end that is supported on the inner side surface of the reinforced concrete parapet.
6. The through-type transverse slide rail construction basket for external wall construction of a building according to claim 1, characterized in that a fixing seat is provided at a lower end of the support column and fixedly sleeves the main support beam, and a rectangular a . . LU508054 steel rail is laid on the top edge of the reinforced concrete parapet along the length direction, and a bottom surface of the fixing seat is provided with a clamping groove adapted to be buckled on the rectangular steel rail.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310734940.2A CN116752743A (en) | 2023-06-20 | 2023-06-20 | Through-type horizontal slide construction hanging basket for building exterior wall construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| LU508054A1 LU508054A1 (en) | 2024-12-20 |
| LU508054B1 true LU508054B1 (en) | 2025-01-06 |
Family
ID=87951060
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| LU508054A LU508054B1 (en) | 2023-06-20 | 2023-07-26 | Through-Type Transverse Slide Rail Construction Basket for External Wall Construction of Building |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN116752743A (en) |
| LU (1) | LU508054B1 (en) |
| WO (1) | WO2024093389A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119083703A (en) * | 2024-10-21 | 2024-12-06 | 中铁上海工程局集团有限公司 | A lightweight inclined hanging basket support device |
| CN119686567B (en) * | 2025-02-12 | 2026-02-24 | 中交一公局集团有限公司 | A cantilever floor support frame for building construction and its construction method |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3231930B2 (en) * | 1993-12-21 | 2001-11-26 | 日本ビソー株式会社 | Lifeline routing structure in a horizontally movable gondola device |
| JP2805588B2 (en) * | 1994-06-08 | 1998-09-30 | ドーエイ外装有限会社 | Work gondola |
| CN203684633U (en) * | 2013-11-25 | 2014-07-02 | 山西四建集团有限公司 | Horizontal moving decoration frame for concrete fence plate |
| CN106006498A (en) * | 2016-08-01 | 2016-10-12 | 申锡机械有限公司 | Reverse wall straddling type basket hanging mechanism |
| JP6467097B1 (en) * | 2018-08-03 | 2019-02-06 | サンセイ株式会社 | Monorail gondola |
| CN210105268U (en) * | 2019-04-11 | 2020-02-21 | 中建四局第六建筑工程有限公司 | Hanging basket hanging mechanism for steel structure oblique beam |
| CN111321883A (en) * | 2020-03-27 | 2020-06-23 | 中国建筑一局(集团)有限公司 | Fixture type parapet beam riding hanging basket device and parapet hanging basket system |
| CN214462437U (en) * | 2021-03-10 | 2021-10-22 | 中国新兴建设开发有限责任公司 | An adjustable hanging bracket for hanging basket riding on the wall |
| CN217079619U (en) * | 2021-12-14 | 2022-07-29 | 中建三局城建有限公司 | Large-span construction hanging basket system |
| CN218406396U (en) * | 2022-10-09 | 2023-01-31 | 中建八局装饰工程有限公司 | Movable hanging basket for construction of building structure outer vertical face |
| CN220100596U (en) * | 2023-06-20 | 2023-11-28 | 中铁七局集团第五工程有限公司 | Through type horizontal sliding rail construction hanging basket for building outer wall construction |
-
2023
- 2023-06-20 CN CN202310734940.2A patent/CN116752743A/en active Pending
- 2023-07-26 WO PCT/CN2023/109351 patent/WO2024093389A1/en not_active Ceased
- 2023-07-26 LU LU508054A patent/LU508054B1/en active IP Right Grant
Also Published As
| Publication number | Publication date |
|---|---|
| WO2024093389A1 (en) | 2024-05-10 |
| LU508054A1 (en) | 2024-12-20 |
| CN116752743A (en) | 2023-09-15 |
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| Date | Code | Title | Description |
|---|---|---|---|
| FG | Patent granted |
Effective date: 20250106 |