Reinforcing and overturning-preventing structure for ultrahigh supporting legs of hanging basket
Through the design of ultra -high -legged legs to reinforce the anti -overturn structure, the deficiencies of traditional steel pipe operating racks in the curtain wall construction have been solved, and efficient and safe construction effects are achieved.
Patent Information
- Application Number
- CN202420904266.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-28
- Publication Date
- 2025-01-28
- Estimated Expiration
- 2034-04-28
AI Technical Summary
In the construction of the external curtain wall above the roof, the traditional steel pipe operation frame has problems such as partial steel pipe affecting the curtain wall closure, long time to put on and dismantle, difficult transportation and high cost, and the height of the ordinary hanging basket legs is not enough to meet the curtain wall construction needs.
Design a kind of super -high -leg reinforcement and anti -overfuration structure. By adding a high -hanging basket, the legs and bolts are reinforced by corner steel and bolts. Combining the tensioning method of tensioning the front legs and the curtain wall vertical keel to achieve anti -overturning stability.
The fast and simple of setting and demolition has been achieved, the cost is reduced, the construction efficiency is improved, the high demand for the construction of the curtain wall, and ensuring the safety and reliability of construction.
Smart Images
Figure CN222413972U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of building construction, and particularly relates to a hanging basket super-high outrigger reinforcement anti-overturning structure. Background Art
[0002] The development trend is to transform the building facade and improve the overall image. The exterior finish of the building is changed from paint to curtain wall. In order to achieve the effect of visually increasing the building height, the upper part of the outer curtain wall is nearly 5m high above the roof, which poses a problem for the design of the installation operation frame of the outer curtain wall above the roof. The traditional public technology is to set up multiple rows of steel pipe operation frames on the roof with the top cantilevered, two waist bars are set on the top of the frame, and the working layer is covered with wooden springboards.
[0003] The steel pipes in some parts of the steel pipe operating frame will also affect the closure of the curtain wall panels. The steel pipe frame takes a long time to erect and dismantle, the steel pipes are difficult to transport, and the cost is high. The adjustable height of the ordinary hanging basket legs is only 1.5m-1.8m, which cannot meet the construction of the above curtain wall. Therefore, we designed a hanging basket with super-high legs to reinforce the anti-overturning structure. The height of the hanging basket legs is increased, and the legs are reinforced with angle steel and bolts. At the same time, the front legs and the vertical keels of the curtain wall are tensioned and tied to prevent overturning and stabilize them. The erection and dismantling are relatively quick and simple, and the cost is low. Utility Model Content
[0004] The utility model aims to provide a structure for reinforcing and anti-overturning of super-high legs of a hanging basket, which has the advantages of increasing the height of the legs of the hanging basket, reinforcing the legs with angle steels and bolts, and at the same time, the front legs and the vertical keels of the curtain wall are tensioned and tied to prevent overturning and stabilize, and the installation and removal are relatively quick and simple, and the cost is low. It solves the problem that the steel pipes in the local position of the steel pipe operating frame will affect the closure of the curtain wall panel, the steel pipe frame takes a long time to install and remove, the steel pipes are difficult to transport, and the cost is high; the adjustable height of the legs of the ordinary hanging basket is only 1.5m-1.8m, which cannot meet the construction of the above-mentioned curtain wall.
[0005] The technical solution of the utility model for solving the above-mentioned technical problems is as follows: a kind of hanging basket super-high leg reinforcement anti-overturning structure, which includes a hanging basket support frame composed of two rear legs and two front legs and two curtain wall vertical keels, the tops of the rear legs and the front legs are fixedly installed with a hanging basket cross-pick, two shear brace angle steels and cross brace angle steels are arranged between the two rear legs and between the two front legs, two anti-overturning tie-in assemblies are arranged between the two front legs and the two curtain wall vertical keels, the anti-overturning tie-in assemblies include two fixing ears 1 welded on opposite sides of the two front legs, a hanging pin 1 is welded on the fixing ear 1, and fixing ears 2 are fixedly installed on opposite sides of the two curtain wall vertical keels by bolts, a hanging pin 2 and a hanging pin 3 are welded on the fixing ear 2, a tie-in assembly 1 is arranged between the hanging pin 1 and the hanging pin 2, and a tie-in assembly 2 is arranged between the two hanging pins 3.
[0006] The utility model is used for reinforcing the anti-overturning structure of the super-high legs of the hanging basket as described above, and further: the two shear brace angle steels are arranged in an "X" shape on the two rear legs and the two front legs, and the ends of the shear brace angle steels are fixedly installed with the rear legs and the front legs by bolts.
[0007] The utility model is used for the super-high leg reinforcement anti-overturning structure of the hanging basket as described above, and further: the two cross-bracing angle steels are respectively welded between the two rear legs and the two front legs, and the cross-bracing angle steels are located on the top of the shear bracing angle steels.
[0008] The utility model is used for the anti-overturning structure of the super-high leg reinforcement of the hanging basket as described above, further: the tensioning component 1 includes two square tubes 1, a two-way threaded rod 1 is arranged between the two square tubes 1, the threads at both ends of the surface of the two-way threaded rod 1 are opposite, the square tube 1 is threadedly connected to the surface of the two-way threaded rod 1, and the two square tubes 1 are welded with a hanging sleeve 1 on the opposite sides, one of the hanging sleeves 1 is hung on the surface of the hanging pin 1, and the other hanging sleeve 1 is hung on the surface of the hanging pin 2.
[0009] The utility model is used for the anti-overturning structure of the super-high legs reinforcement of the hanging basket as described above, further comprising: two symmetrical handles 1 are welded on the surface of the bidirectional threaded rod 1.
[0010] The utility model is used for the anti-overturning structure of the super-high leg reinforcement of the hanging basket as described above, and further: the second tie assembly includes two square tubes two, and a two-way threaded rod two is arranged between the two square tubes two, and the threads at both ends of the surface of the two-way threaded rod two are opposite, and the square tube two is threadedly connected to the surface of the two-way threaded rod two, and the two sides of the two square tubes two opposite to each other are welded with a hanging sleeve two, and the hanging sleeve two is hung on the surface of the hanging pin three.
[0011] The utility model is used for the anti-overturning structure of the super-high legs reinforcement of the hanging basket as described above, and further: two symmetrical handles 2 are welded on the surface of the two-way threaded rod 2.
[0012] The utility model is used for the reinforcement and anti-overturning structure of the super-high legs of the hanging basket as described above, and further: a counterweight seat is welded on the surface of the rear legs.
[0013] The beneficial effects of the utility model are:
[0014] 1. The utility model sets up two rear legs and two front legs at the construction site, and installs the hanging basket horizontally on the top of the rear legs and the front legs, then installs shear brace angle steel and cross brace angle steel between the two rear legs and the two front legs to form scissors brace and cross brace reinforcement, and then uses tensioning and pulling between the front legs and the vertical keel of the curtain wall to prevent overturning and stabilize. The overall structure is mostly detachable, which can be used in a turnover manner, is quick to disassemble and assemble, easy to operate, low in cost, safe and reliable, and greatly improves the construction efficiency. The height of the hanging basket legs can be achieved, the legs are reinforced with angle steel and bolts, and the front legs and the vertical keel of the curtain wall are tensioned and pulled to prevent overturning and stabilize, and the erection and dismantling are relatively quick and simple, and the cost is low. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] The above and / or other advantages of the present invention will become clearer and easier to understand through the detailed description made in conjunction with the following drawings, which are only schematic and do not limit the present invention, wherein:
[0016] Figure 1 It is a structural stereoscopic schematic diagram of an embodiment of the utility model;
[0017] Figure 2 It is a three-dimensional schematic diagram of an anti-overturning tie assembly according to an embodiment of the utility model;
[0018] Figure 3 For an embodiment of the utility model Figure 2 A magnified schematic diagram of point A.
[0019] In the accompanying drawings, the components represented by the reference numerals are listed as follows:
[0020] 1. Rear outrigger, 2. Front outrigger, 3. Vertical keel of curtain wall, 4. Horizontal cantilever of hanging basket, 5. Shear brace angle steel, 6. Horizontal brace angle steel, 7. Anti-overturning anchor assembly, 71. One fixing ear, 72. One hooking pin, 73. Two fixing ears, 74. Two hooking pins, 75. Three hooking pins, 76. One anchor assembly, 761. One square tube, 762. One two-way threaded rod, 763. One hooking sleeve, 764. One handle, 77. Two anchor assemblies, 771. Two square tubes, 772. Two two-way threaded rods, 773. Two hooking sleeves, 774. Two handles, 8. Counterweight seat. DETAILED DESCRIPTION
[0021] Hereinafter, an embodiment of the suspended basket super-high outrigger reinforcement anti-overturning structure of the present invention will be described with reference to the accompanying drawings.
[0022] The embodiments described herein are specific embodiments of the present invention, which are used to illustrate the concept of the present invention, are explanatory and exemplary, and should not be interpreted as limiting the embodiments of the present invention and the scope of the present invention. In addition to the embodiments described herein, those skilled in the art can also adopt other obvious technical solutions based on the claims and the contents disclosed in the specification of this application, including technical solutions that adopt any obvious replacement and modification of the embodiments described herein.
[0023] The drawings of this specification are schematic diagrams, which assist in explaining the concept of the utility model and schematically show the shapes of various parts and their mutual relationships. Please note that in order to clearly show the structure of various components of the embodiments of the utility model, the drawings are not drawn according to the same scale. The same reference numerals are used to represent the same parts.
[0024] Figure 1-3The utility model shows an embodiment of a suspended basket super-high leg reinforcement anti-overturning structure, which includes a suspended basket support frame composed of two rear legs 1 and two front legs 2 and two curtain wall vertical keels 3. A counterweight seat 8 is welded on the surface of the rear leg 1. A suspended basket crossbar 4 is fixedly installed on the top of the rear leg 1 and the front leg 2. Two shear brace angle steels 5 and cross brace angle steels 6 are arranged between the two rear legs 1 and the two front legs 2. The two shear brace angle steels 5 are arranged in an "X" shape on the two rear legs 1 and the two front legs 2. The ends of the shear brace angle steels 5 are fixedly installed with the rear legs 1 and the front legs 2 by bolts. , two transverse bracing angle steels 6 are respectively welded between the two rear legs 1 and the two front legs 2, the transverse bracing angle steels 6 are located at the top of the shear bracing angle steels 5, two anti-overturning tie-up assemblies 7 are arranged between the two front legs 2 and the two curtain wall vertical keels 3, the anti-overturning tie-up assemblies 7 include two fixing ears 71 welded on the opposite sides of the two front legs 2, a hooking pin 72 is welded on the fixing ears 71, a fixing ear 2 73 is fixedly installed on the opposite sides of the two curtain wall vertical keels 3 by bolts, a hooking pin 2 74 and a hooking pin 3 75 are welded on the fixing ears 2 73, and the hooking pin 1 72 is connected to the hooking pin 2 73. 4 is provided with a tie assembly 76, the tie assembly 76 includes two square tubes 761, a bidirectional threaded rod 762 is provided between the two square tubes 761, the threads at both ends of the surface of the bidirectional threaded rod 762 are opposite, the square tube 761 is threadedly connected to the surface of the bidirectional threaded rod 762, and the two square tubes 761 are welded with a hanging sleeve 763 on the opposite sides, one of the hanging sleeves 763 is hung on the surface of the hanging pin 72, and the other hanging sleeve 763 is hung on the surface of the hanging pin 2 74, and the surface of the bidirectional threaded rod 762 is welded with two A symmetrical handle 764 is provided, and a tensioning assembly 77 is provided between the two hanging pins 75. The tensioning assembly 77 includes two square tubes 771, and a bidirectional threaded rod 772 is provided between the two square tubes 771. The threads at both ends of the surface of the bidirectional threaded rod 772 are opposite. The square tube 771 is threadedly connected to the surface of the bidirectional threaded rod 772. A hanging sleeve 773 is welded on the opposite sides of the two square tubes 771. The hanging sleeve 773 is hung on the surface of the hanging pin 75. Two symmetrical handles 774 are welded on the surface of the bidirectional threaded rod 772.
[0025] Working principle: When the utility model is used, the user installs the shear brace angle steel 5 and the cross brace angle steel 6 in the original bolt holes between the two rear legs 1 and the two front legs 2 to form scissors brace and cross brace reinforcement, welds the fixing ear 1 71 on the side of the front leg 2, and then installs the fixing ear 2 73 on the curtain wall vertical keel 3 through bolts, picks up the tie assembly 1 76, so that the two hanging sleeves 1 763 are hung on the hanging pin 1 72 and the hanging pin 2 74 respectively, and then operates the handle 1 764 to rotate, and the two-way thread realizes the two square tubes 1 761 to move towards each other, so as to realize the tie between the fixing ear 1 71 and the fixing ear 2 73, and then realizes the tie between the front leg 2 and the curtain wall vertical keel 3, Then, between the two horizontal fixed ears 73, pick up the tie assembly 277, so that the two hanging sleeves 2773 are sleeved on the two hanging pins 3 75, and then the operating handle 2774 drives the two-way threaded rod 2772 to rotate. Due to the two-way thread, the two square tubes 2771 move toward each other, and the two curtain wall vertical keels 3 are reinforced by pulling the hanging sleeve 2773 to pull the hanging pin 3 75, so as to achieve the purpose of anti-overturning stability by tensioning and pulling, so as to achieve the height of the hanging basket legs by raising the height, and the legs are reinforced by angle steel and bolts. At the same time, the front legs and the curtain wall vertical keels are tensioned and tied to prevent overturning and stabilize, so that the erection and dismantling are relatively quick and simple, and the cost is low.
[0026] To sum up: the super-high leg reinforcement anti-overturning structure of the hanging basket is achieved by setting up two rear legs 1 and two front legs 2 at the construction site, and installing the hanging basket crossbeam 4 on the top of the rear legs 1 and the front legs 2, and then installing shear brace angle steels 5 and cross brace angle steels 6 between the two rear legs 1 and the two front legs 2 to form scissors brace and cross brace reinforcement, and then using tensioning and pulling between the front legs 2 and the vertical keels 3 of the curtain wall to prevent overturning and stabilize. The overall structure is mostly detachable, which can be used in a turnover manner, is quick to disassemble and assemble, easy to operate, low in cost, safe and reliable, and greatly improves the construction efficiency. The height of the hanging basket legs can be achieved, the legs are reinforced with angle steels and bolts, and the front legs and the vertical keels of the curtain wall are tensioned and pulled to prevent overturning and stabilize, and the erection and dismantling are relatively quick and simple, and the cost is low.
[0027] The technical features disclosed above are not limited to the disclosed combinations with other features. Those skilled in the art may also make other combinations between the technical features according to the purpose of the utility model to achieve the purpose of the utility model.
Claims
1. A hanging basket super-high leg reinforcement anti-overturning structure, characterized in that: The invention comprises a hanging basket support frame composed of two rear legs (1) and two front legs (2) and two curtain wall vertical keels (3), wherein a hanging basket crossbar (4) is fixedly installed on the top of the rear legs (1) and the front legs (2), two shear bracing angle steels (5) and horizontal bracing angle steels (6) are arranged between the two rear legs (1) and between the two front legs (2), and two anti-overturning tie-down assemblies (7) are arranged between the two front legs (2) and the two curtain wall vertical keels (3), wherein the anti-overturning tie-down assemblies (7) comprise two Two fixing ears (71) are provided on opposite sides of each of the front legs (2), a hook pin (72) is welded to the fixing ears (71), and two fixing ears (73) are fixedly installed on opposite sides of the two curtain wall vertical keels (3) by bolts, a hook pin (74) and a hook pin (75) are welded to the fixing ears (73), a tie assembly (76) is provided between the hook pin (72) and the hook pin (74), and a tie assembly (77) is provided between the two hook pins (75).
2. The hanging basket super-high leg reinforcement anti-overturning structure according to claim 1 is characterized in that: The two shear brace angle steels (5) are arranged in an "X" shape on the two rear legs (1) and the two front legs (2), and the ends of the shear brace angle steels (5) are fixedly mounted on the rear legs (1) and the front legs (2) by bolts.
3. The structure for reinforcing the anti-overturning structure of the super-high legs of a hanging basket according to claim 2 is characterized in that: The two transverse bracing angle steels (6) are respectively welded between the two rear supporting legs (1) and the two front supporting legs (2), and the transverse bracing angle steels (6) are located on top of the shear bracing angle steels (5).
4. The hanging basket super-high leg reinforcement anti-overturning structure according to claim 3 is characterized in that: The anchor assembly (76) comprises two square tubes (761), a bidirectional threaded rod (762) is arranged between the two square tubes (761), the threads at both ends of the surface of the bidirectional threaded rod (762) are opposite, the square tube (761) is threadedly connected to the surface of the bidirectional threaded rod (762), and the two square tubes (761) are welded with a hanging sleeve (763) on the opposite sides, one of the hanging sleeves (763) is hung on the surface of the hanging pin (72), and the other hanging sleeve (763) is hung on the surface of the hanging pin (74).
5. The structure for reinforcing the anti-overturning structure of the super-high legs of a hanging basket according to claim 4 is characterized in that: Two symmetrical handles 1 (764) are welded to the surface of the bidirectional threaded rod 1 (762).
6. The structure for reinforcing the anti-overturning structure of the super-high legs of a hanging basket according to claim 5 is characterized in that: The second anchor assembly (77) comprises two second square tubes (771), a second bidirectional threaded rod (772) is arranged between the two second square tubes (771), the threads at both ends of the surface of the second bidirectional threaded rod (772) are opposite, the second square tube (771) is threadedly connected to the surface of the second bidirectional threaded rod (772), and the two opposite sides of the two second square tubes (771) are welded with a second hanging sleeve (773), and the second hanging sleeve (773) is hung on the surface of the third hanging pin (75).
7. The hanging basket super-high leg reinforcement anti-overturning structure according to claim 6 is characterized in that: Two symmetrical handles (774) are welded to the surface of the bidirectional threaded rod (772).
8. The structure for reinforcing and preventing overturning of a suspended platform super-high legs according to claim 7 is characterized in that: A counterweight seat (8) is welded to the surface of the rear support leg (1).