CN218562978U - Hanging basket connection structure is assembled in high altitude to hexagonal rhombus truss - Google Patents
Hanging basket connection structure is assembled in high altitude to hexagonal rhombus truss Download PDFInfo
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- CN218562978U CN218562978U CN202222556483.6U CN202222556483U CN218562978U CN 218562978 U CN218562978 U CN 218562978U CN 202222556483 U CN202222556483 U CN 202222556483U CN 218562978 U CN218562978 U CN 218562978U
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Abstract
The utility model provides a hanging flower basket joint construction is assembled in hexagonal diamond-shaped truss high altitude, including hexagonal diamond-shaped truss structure and the hanging flower basket structure of bilateral symmetry respectively, hexagonal diamond-shaped truss structure includes chord member and web member, the hanging flower basket structure includes two basket bodies, horizontal carrying pole beam frame and twice vertical spacing frame, horizontal carrying pole beam frame transversely centers on the horizontal level and places on last chord side pole, basket body fixed connection is in the tip bottom surface of horizontal carrying pole beam frame, the top fixed connection of vertical spacing frame is in the bottom surface middle part of horizontal carrying pole beam frame, the both sides of establishing last chord centre pole are pressed from both sides to twice vertical spacing frame correspondence, and distance between the vertical spacing frame suits with the diameter of last chord centre pole. The utility model discloses the hanging flower basket carries out symmetry load through the main load chord member of having installed, and the workman need not to keep the crane state of lifting by crane in the work progress, and labour saving and time saving reduces constructor's potential safety hazard, when changing the construction position rethread crane lift by crane can, not exert an influence to the atress balance of steel construction.
Description
Technical Field
The utility model belongs to structure, especially a hanging flower basket connection structure is assembled in hexagonal rhombus truss high altitude are assembled to steel construction high altitude.
Background
The existing high-altitude engineering hanging basket has two types on site, one type is an engineering crane hanging basket which is prefabricated, then the engineering crane is adopted to lift the hanging basket to a high place, and the operation is carried out in the hanging basket under the state that a worker crane lifts. The other type is an electric hanging basket, a counter-force support, namely a suspension mechanism, is required to be arranged on the top of a constructed building in advance, then a lifter is installed on the hanging basket through a steel wire rope and a safety lock, and the hanging basket is lifted to the high building outer vertical surface by an electric control system to carry out operation.
The engineering crane hanging basket is only suitable for construction at a position where the bottom is not shielded, so that the operation space for adjusting the hanging basket by the crane is guaranteed, when high-altitude assembling construction is required for the hexagonal diamond-shaped steel truss, bilateral simultaneous construction needs to be carried out on the hexagonal diamond-shaped truss, at the moment, if the engineering crane hanging basket is also used, two cranes are required to simultaneously move the hanging baskets on the two sides, time and labor are wasted, the construction efficiency is reduced, workers need to keep the crane lifting state all the time in the construction and moving processes, and the safety of the engineering crane hanging basket is not guaranteed. On the other hand, when the hexagonal diamond truss is installed, the main bearing chord member of the truss structure is installed firstly, and at the moment, if an electric hanging basket is used, a hanging mechanism needs to be placed on the main bearing chord member, the hanging mechanism is of a unilateral counter-force structure, and great influence can be generated on the whole stress balance of the steel structure.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a hexagonal rhombus truss high altitude splicing hanging basket connection structure, which solves the technical problems that the hanging basket of an engineering crane needs to be moved at the same time, the hanging basket at two sides takes time and labor, the construction efficiency is lower, workers need to keep the lifting state of the crane all the time in the construction and moving processes, and the safety can not be ensured; and the technical problem that the whole stress balance of a steel structure is greatly influenced because a suspension mechanism needs to be arranged on the main bearing chord member in the using process of the electric hanging basket is solved.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a hexagonal diamond truss high-altitude splicing hanging basket connecting structure comprises a hexagonal diamond truss structure and a hanging basket structure which are respectively symmetrical left and right,
the hexagonal diamond truss structure comprises chord members arranged along the length direction of the truss and web members connected among the chord members, the chord members comprise an upper chord middle rod, two upper chord side rods, a lower chord middle rod, two lower chord side rods, two waist chord members and web members, the upper chord middle rod and the upper chord side rods are positioned in a first horizontal plane, the lower chord middle rod and the lower chord side rods are positioned in a second horizontal plane, the upper chord middle rod and the lower chord middle rod are positioned in a first vertical plane, the plane of the waist chord members is positioned between the first horizontal plane and the second horizontal plane, and the waist chord members outwards protrude out of the left side and the right side of the upper chord side rod and the lower chord side rods on the same side,
the hanging basket structure comprises two basket bodies, a horizontal carrying pole beam frame and two vertical limiting frames, wherein the length of the horizontal carrying pole beam frame is larger than the distance between upper chord side rods, the horizontal carrying pole beam frame is horizontally arranged on the upper chord side rods in a horizontal mode, the upper chord side rods extend out of two ends of the horizontal carrying pole beam frame, the basket bodies are fixedly connected to the bottom surfaces of the end portions of the horizontal carrying pole beam frame, the distance between the two basket bodies is smaller than the distance between waist chord rods, the basket bodies are perpendicular to the side space formed by the upper chord side rods and the waist chord rods, the top of each vertical limiting frame is fixedly connected to the middle portion of the bottom surface of the horizontal carrying pole beam frame, the two vertical limiting frames are correspondingly clamped on two sides of the upper chord middle rods, the distance between the vertical limiting frames is matched with the diameter of the upper chord middle rods, and the bottom of each vertical limiting frame is in the same horizontal plane with the lower chord middle rods.
The basket body comprises a vertical keel, a horizontal keel and an oblique keel, the vertical keel comprises two rear suspension posts and two front posts, the horizontal keel comprises an upper frame keel, a lower frame keel, a group of upper bearing rods and a group of lateral fence rods, the oblique keel comprises two oblique braces, the tops of the two rear suspension posts are fixedly connected with two corners of the bottom surface of the end part of the horizontal carrying pole beam frame, the front posts and the rear suspension posts are correspondingly arranged in parallel in the front-back direction, the front posts are shorter than the rear suspension posts and are parallel to each other, the bottoms of the front posts and the rear suspension posts are parallel, the lower frame keel is a rectangular keel, the four corners of the lower frame keel are respectively and fixedly connected with the bottoms of the front posts and the rear suspension posts, the utility model discloses a side direction fence pole, including upper ledge fossil fragments, upper ledge fossil fragments are rectangle fossil fragments, and the four corners department of upper ledge fossil fragments is fixed connection respectively at the top of fore-stock and the middle part of back davit, the frame length direction parallel interval that the upper bracket bearing bar followed lower frame fossil fragments sets up, and the both ends difference fixed connection of upper bracket bearing bar is on the relative twice frame of lower frame fossil fragments, the side direction fence pole sets up along vertical keel's direction of height parallel interval, and the both ends difference fixed connection of side direction fence pole is between two adjacent vertical fossil fragments, the both ends fixed connection that props to one side is between the top of fore-stock and the top of back davit.
The horizontal carrying pole beam frame is a horizontal plane beam frame and comprises two transverse main long beams and a group of longitudinal secondary short beams, the two transverse main long beams are arranged in parallel and have the same length, two ends of each longitudinal secondary short beam are fixedly connected between the corresponding transverse main long beams, and the transverse main long beams are perpendicular to the upper chord middle rods and the upper chord side rods.
The longitudinal secondary short beam parallel upper chord middle rod and the upper chord side rod comprise side beams, stiffening beams and middle beams, wherein the side beams are fixedly connected between the end parts of the transverse main long beams, the middle beams are fixedly connected between the centers of the transverse main long beams and positioned right above the upper chord middle rod, and the stiffening beams are fixedly connected between one third of the transverse main long beams.
The vertical limiting frame comprises two vertical limiting rods with equal length and a group of horizontal limiting rods, the top ends of the two vertical limiting rods are respectively and fixedly connected to the bottom surfaces of the two transverse main long beams, the horizontal limiting rods comprise a side rod and a middle rod, the two ends of the side rod are respectively and fixedly connected between the bottom end parts of the vertical limiting rods, the two ends of the middle rod are respectively and fixedly connected between the middle parts of the vertical limiting rods,
the vertical keel is made of angle steel, the upper frame keel, the lower frame keel and the upper bearing rod are made of angle steel, the lateral fence rod is made of flat steel, and the oblique keel is made of angle steel.
The transverse main long beam and the longitudinal secondary short beam are both made of square steel tubes.
The vertical limiting rod and the horizontal limiting rod are made of angle steel.
The fixed connection is welding.
Compared with the prior art the utility model has the following characteristics and beneficial effect:
the utility model discloses to the problem of the high altitude construction operation of six limit rhombus truss high altitude assembly, provide one kind and can assemble portable hanging flower basket at the high altitude that uses on six limit rhombus trusses, improved six limit rhombus trusses high altitude and assembled security and efficiency of construction.
The utility model discloses a structure atress is reasonable, preparation convenient and fast, only need once lift by crane the installation in the use and target in place the back, the workman can begin to be under construction simultaneously in the hanging flower basket of both sides, satisfy the requirement of the two side constructions of six sides diamond-shaped truss high altitude assembly, the hanging flower basket carries out the symmetry load through the main load chord member of having installed promptly chord-center pole and last chord-side pole, the workman need not to keep the crane in the work progress and lifts by crane the state, the crane can be transferred and is done other work, time saving and labor saving, the efficiency of construction is higher, the security obtains guaranteeing, reduce constructor's potential safety hazard, rethread crane lifts by crane when changing the construction position can.
The utility model discloses a bilateral symmetry sets up on main load chord member, does not exert an influence to the force balance of steel construction, assembles the construction phase to hexagonal rhombus truss high altitude and comparatively is suitable for.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic structural diagram of the present invention.
Figure 2 is a schematic view of the basket structure of figure 1.
Figure 3 is a schematic view of the basket of figure 2.
Fig. 4 is a schematic structural view of the horizontal shoulder beam frame of fig. 2.
Fig. 5 is a schematic structural view of the vertical limiting frame in fig. 2.
Reference numerals: 1-hexagonal diamond truss structure, 11-upper chord middle rod, 12-upper chord side rod, 13-lower chord middle rod, 14-lower chord side rod, 15-waist chord rod, 16-web member, 2-basket body, 21-rear suspension post, 22-front column, 23-upper frame keel, 24-lower frame keel, 25-upper load bearing rod, 26-lateral enclosing rail, 27-diagonal brace, 3-horizontal carrying pole beam frame, 31-transverse main long beam, 32-longitudinal secondary short beam, 321-side beam, 322-stiffening beam, 323-middle beam, 4-vertical limiting frame, 41-vertical limiting rod, 42-horizontal limiting rod, 421-side rod and 422-middle rod.
Detailed Description
Referring to the figures 1-5, the hexagonal diamond truss high-altitude splicing hanging basket connecting structure comprises a hexagonal diamond truss structure 1 and a hanging basket structure which are respectively symmetrical left and right.
The hexagonal diamond truss structure 1 comprises chord members arranged in the length direction of the truss and web members 16 connected among the chord members, wherein each chord member comprises an upper chord middle rod 11, two upper chord side rods 12, a lower chord middle rod 13, two lower chord side rods 14, two waist chord members 15 and a web member 16, the upper chord middle rod 11 and the upper chord side rods 12 are located in a first horizontal plane, the lower chord middle rod 13 and the lower chord side rods 14 are located in a second horizontal plane, the upper chord middle rod 11 and the lower chord middle rod 13 are located in a first vertical plane, the plane where the waist chord members 15 are located is located between the first horizontal plane and the second horizontal plane, and the waist chord members 15 protrude outwards from the left side and the right side of the upper chord side rods 12 and the lower chord side rods 14 on the same side.
The hanging basket structure comprises two basket bodies 2, a horizontal carrying pole beam frame 3 and two vertical limiting frames 4, wherein the length of the horizontal carrying pole beam frame 3 is larger than the distance between upper chord side rods 12, the horizontal carrying pole beam frame 3 transversely sits on the upper chord side rods 12 in a horizontal mode, the upper chord side rods 12 extend out of two ends of the horizontal carrying pole beam frame 3, the basket bodies 2 are fixedly connected to the bottom surface of the end portions of the horizontal carrying pole beam frame 3, the distance between the two basket bodies 2 is smaller than the distance between waist chord rods 15, the basket bodies 2 are perpendicular to the side space formed by the upper chord side rods 12 and the waist chord rods 15, the top of each vertical limiting frame 4 is fixedly connected to the middle portion of the bottom surface of the horizontal carrying pole beam frame 3, the two vertical limiting frames 4 are correspondingly clamped on two sides of the upper chord middle rod 11, the distance between the vertical limiting frames 4 is matched with the diameter of the upper chord middle rod 11, and the bottom of each vertical limiting frame 4 is in the same horizontal plane with the lower chord middle rod 13.
The basket body 2 includes vertical fossil fragments, horizontal keel and slant fossil fragments, vertical keel includes two back davit 21 and two fore-posts 22, horizontal keel includes upper ledge fossil fragments 23, lower frame fossil fragments 24, a set of people's bearing bar 25 and a set of side direction railing 26, slant keel includes two diagonal braces 27, and two back davit 21's top fixed connection is in the tip bottom surface two corners department of horizontal carrying pole beam frame 3, and fore-post 22 corresponds parallel arrangement with back davit 21 front and back, and fore-post 22 is shorter than back davit 21 and bottom parallel and level between them, lower frame fossil fragments 24 are rectangular keel, and lower frame fossil fragments 24's four corners department fixed connection is in the bottom of fore-post 22 and back davit 21 respectively, upper frame fossil fragments 23 are rectangular keel, and upper frame fossil fragments 23's four corners department fixed connection is respectively at fore-post 22's top and back davit 21's middle part, people's bearing bar 25 sets up along the parallel interval of the frame length direction of lower frame fossil fragments 24, and the both ends fixed connection of people's bearing bar 25 is in the lower frame 24 respectively on the two relative sides of keel the vertical keel the parallel interval set up at the top of the vertical keel, and the adjacent both ends of lateral keel 26 between the vertical keel's the both ends parallel interval that set up the both ends fixed connection is in the vertical keel 26, the both ends parallel interval between the vertical keel 26.
The horizontal carrying pole beam frame 3 is a horizontal plane beam frame and comprises two transverse main long beams 31 and a group of longitudinal secondary short beams 32, the two transverse main long beams 31 are arranged in parallel and have the same length, two ends of the longitudinal secondary short beams 32 are fixedly connected between the transverse main long beams 31, and the transverse main long beams 31 are perpendicular to the upper chord middle rod 11 and the upper chord side rod 12.
The longitudinal secondary short beam 32 is parallel to the upper chord middle rod 11 and the upper chord side rod 12 and comprises an edge beam 321, a stiffening beam 322 and a middle beam 323, the edge beam 321 is fixedly connected between the end parts of the transverse main long beams 31, the middle beam 323 is fixedly connected between the centers of the transverse main long beams 31 and is positioned right above the upper chord middle rod 11, and the stiffening beam 322 is fixedly connected between one third of the transverse main long beams 31.
The vertical limiting frame 4 comprises two vertical limiting rods 41 with equal length and a group of horizontal limiting rods 42, the top ends of the two vertical limiting rods 41 are respectively and fixedly connected with the bottom surfaces of the two transverse main long beams 31, the horizontal limiting rods 42 comprise a side rod and a middle rod, the two ends of the side rod are respectively and fixedly connected between the bottom end parts of the vertical limiting rods 41, the two ends of the middle rod are respectively and fixedly connected between the middle parts of the vertical limiting rods 41,
in this embodiment, vertical keel all adopts the angle steel to make, go up frame fossil fragments 23, lower frame fossil fragments 24 and last people's bearing bar 25 and all adopt the angle steel to make, side direction rail pole 26 adopts the band steel to make, the slant fossil fragments adopt the angle steel to make. The transverse main long beam 31 and the longitudinal secondary short beam 32 are both made of square steel tubes. The vertical limiting rod 41 and the horizontal limiting rod 42 are made of angle steel.
The utility model discloses a work progress as follows:
firstly, constructing a hexagonal diamond truss structure 1, ensuring that the construction of an upper chord middle rod 11, an upper chord side rod 12, a lower chord middle rod 13, a lower chord side rod 14 and a waist chord rod 15 is finished, and determining a web member 16 according to the construction progress.
Step two, manufacturing a hanging basket structure on site or engineering processing:
firstly, the basket body 2 is manufactured, and the assembly steps are as follows:
step a, two rear hanging columns 21 and two front columns 22 are arranged and are respectively as wide as the horizontal shoulder pole beam frame 3;
b, mounting a lower frame keel 24, sequentially welding and connecting the lower ends of the two rear hanging columns 21 and the lower ends of the two front columns 22 to form a rectangular frame, mounting an upper frame keel 23, and sequentially welding the middle parts of the two rear hanging columns 21 and the upper ends of the two front columns 22 to form a rectangular frame;
c, installing a diagonal brace 27, welding the upper end of the diagonal brace 27 with the top end of the rear suspension post 21, and welding the lower end of the diagonal brace 27 with the top end of the front post 22;
d, welding a lateral railing 26 on the side surface between the rear hanging post 21 and the front post 22, and sealing four sides;
and e, welding six upper bearing rods 25 between two oppositely arranged parallel keels on the lower frame keel 24.
Then, manufacturing a horizontal shoulder pole beam frame 3:
step f, arranging two parallel transverse main long beams 31, wherein the width of each beam is as wide as the distance between the two rear hanging columns 21;
and g, arranging longitudinal secondary short beams 32 in the middle, the end and one third between the two transverse main long beams 31 respectively and then welding and connecting.
And finally, manufacturing a vertical limiting frame 4:
step h, arranging two parallel vertical limiting rods 41, wherein the width of each limiting rod is as wide as the distance between two transverse main long beams 31;
and step i, respectively welding horizontal limiting rods 42 at the middle parts and the lower end parts of the two vertical limiting rods 41.
And step three, welding and connecting the vertical limiting frame 4 at the lower part of the middle of the horizontal carrying pole beam frame 3.
Step four, arranging the basket body 2 below two end parts of the horizontal carrying pole beam frame 3, and welding and connecting the rear suspension posts 21 with the horizontal carrying pole beam frame 3.
Claims (9)
1. The utility model provides a hanging flower basket connection structure is assembled in hexagonal diamond-shaped truss high altitude which characterized in that: comprises a hexagonal diamond truss structure (1) and a hanging basket structure which are respectively symmetrical left and right,
the hexagonal diamond truss structure (1) comprises chord members arranged in the length direction of the truss and web members connected among the chord members, the chord members comprise an upper chord middle rod (11), two upper chord side rods (12), a lower chord middle rod (13), two lower chord side rods (14), two waist chord members (15) and web members (16), the upper chord middle rod (11) and the upper chord side rods (12) are located in a first horizontal plane, the lower chord middle rod (13) and the lower chord side rods are located in a second horizontal plane, the upper chord middle rod (11) and the lower chord middle rod (13) are located in a first vertical plane, the plane where the waist chord members (15) are located is located between the first horizontal plane and the second horizontal plane, and the waist chord members (15) protrude outwards from the left side and the right side of the upper chord side rods (12) and the lower chord side rods (14) on the same side,
the hanging basket structure comprises two basket bodies (2), a horizontal carrying pole beam frame (3) and two vertical limiting frames (4), wherein the length of the horizontal carrying pole beam frame (3) is larger than the distance between upper chord side rods (12), the horizontal carrying pole beam frame (3) is horizontally arranged on the upper chord side rods (12) in the middle, the two ends of the horizontal carrying pole beam frame (3) extend out of the upper chord side rods (12), the basket bodies (2) are fixedly connected to the bottom surfaces of the end parts of the horizontal carrying pole beam frame (3), the distance between the two basket bodies (2) is smaller than the distance between waist chord rods (15), the basket bodies (2) are vertically arranged in a side space formed by the upper chord side rods (12) and the waist chord rods (15), the top parts of the vertical limiting frames (4) are fixedly connected to the middle parts of the bottom surfaces of the horizontal carrying pole beam frame (3), the two vertical limiting frames (4) are correspondingly clamped on two sides of the upper chord middle rods (11), and the distance between the vertical limiting frames (4) is adaptive to the diameter of the same vertical limiting frame (13) in the lower chord surface.
2. The hexagonal rhombus truss high-altitude assembling hanging basket connecting structure as claimed in claim 1, is characterized in that:
the basket body (2) comprises a vertical keel, a horizontal keel and an oblique keel, the vertical keel comprises two rear suspension posts (21) and two front posts (22), the horizontal keel comprises an upper frame keel (23), a lower frame keel (24), a group of upper load-bearing rods (25) and a group of lateral enclosure rails (26), the oblique keel comprises two diagonal braces (27), the tops of the two rear suspension posts (21) are fixedly connected at two corners of the bottom surface of the end part of the horizontal carrying beam frame (3), the front posts (22) and the rear suspension posts (21) are arranged in parallel in a front-back corresponding mode, the front posts (22) are shorter than the rear suspension posts (21) and are parallel to the bottoms of the rear suspension posts (21), the lower frame keel (24) is a rectangular keel, four corners of the lower frame keel (24) are respectively and fixedly connected at the tops of the front posts (22) and the bottoms of the rear suspension posts (21), the upper frame keel (23) is a rectangular keel, four corners of the upper frame keel (23) are respectively and fixedly connected at the middle parts of the front posts (22) and the rear suspension posts (21), the upper frame keel (25) is connected at the bottoms of the lower frame keel (24) along the two lateral enclosure rails, the length of the two lateral enclosure rails (26) of the upper frame keel is relatively arranged at intervals, the two lateral enclosure rails (24) are connected at two adjacent vertical keel, the two lateral enclosure rails (26), and two ends of the inclined stay (27) are fixedly connected between the top end of the front column (22) and the top end of the rear suspension column (21).
3. The hexagonal rhombus truss high-altitude assembling hanging basket connecting structure as claimed in claim 1, is characterized in that: the horizontal carrying pole beam frame (3) is a horizontal plane beam frame and comprises two transverse main long beams (31) and a group of longitudinal secondary short beams (32), the two transverse main long beams (31) are arranged in parallel and are identical in length, two ends of each longitudinal secondary short beam (32) are fixedly connected between the corresponding transverse main long beams (31), and each transverse main long beam (31) is perpendicular to the upper chord middle rod (11) and the upper chord side rod (12).
4. The hexagonal diamond truss high-altitude assembling hanging basket connecting structure as claimed in claim 3, is characterized in that: the longitudinal secondary short beam (32) is parallel to the upper chord middle rod (11) and the upper chord side rod (12) and comprises side beams (321), stiffening beams (322) and middle beams (323), the side beams (321) are fixedly connected between the ends of the transverse main long beam (31), the middle beams (323) are fixedly connected between the centers of the transverse main long beams (31) and located right above the upper chord middle rod (11), and the stiffening beams (322) are fixedly connected between one third of the transverse main long beam (31).
5. The hexagonal diamond truss high-altitude assembling hanging basket connecting structure as claimed in claim 3, is characterized in that: vertical spacing frame (4) include two isometric vertical gag lever posts (41) and a set of horizontal gag lever post (42), and the top of two vertical gag lever posts (41) is fixed connection respectively on the bottom surface of two horizontal main long beams (31), horizontal gag lever post (42) include a limit pole (421) and well pole (422), the both ends of limit pole (421) are fixed connection respectively between the bottom portion of vertical gag lever post (41), the both ends of well pole (422) are fixed connection respectively between the middle part of vertical gag lever post (41).
6. The hexagonal diamond-shaped truss high-altitude assembling hanging basket connecting structure as claimed in claim 2, wherein: vertical keel all adopts the angle steel to make, upper ledge fossil fragments (23), lower frame fossil fragments (24) and last people bearing bar (25) all adopt the angle steel to make, side direction rail fence (26) adopt the band steel to make, the slant fossil fragments adopt the angle steel to make.
7. The hexagonal diamond-shaped truss high-altitude assembling hanging basket connecting structure as claimed in claim 3, wherein: the transverse main long beam (31) and the longitudinal secondary short beam (32) are both made of square steel tubes.
8. The hexagonal diamond-shaped truss high-altitude assembling hanging basket connecting structure as claimed in claim 5, wherein: the vertical limiting rod (41) and the horizontal limiting rod (42) are both made of angle steel.
9. The hexagonal diamond truss high-altitude assembling hanging basket connecting structure according to any one of claims 1 to 5, characterized in that: the fixed connection is welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222556483.6U CN218562978U (en) | 2022-09-27 | 2022-09-27 | Hanging basket connection structure is assembled in high altitude to hexagonal rhombus truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222556483.6U CN218562978U (en) | 2022-09-27 | 2022-09-27 | Hanging basket connection structure is assembled in high altitude to hexagonal rhombus truss |
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| Publication Number | Publication Date |
|---|---|
| CN218562978U true CN218562978U (en) | 2023-03-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202222556483.6U Active CN218562978U (en) | 2022-09-27 | 2022-09-27 | Hanging basket connection structure is assembled in high altitude to hexagonal rhombus truss |
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| Country | Link |
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| CN (1) | CN218562978U (en) |
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2022
- 2022-09-27 CN CN202222556483.6U patent/CN218562978U/en active Active
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