Slope structure high altitude construction structure

Abstract

The present application relates to the technical field of slope decorative surface construction equipment, and in particular to a high-altitude construction structure of a slope structure, which includes a suspension mechanism installed on a building, a suspension platform connected to the suspension mechanism by a suspension rope, a track wire providing a sliding track for the suspension platform, and cantilevered steel beams connected to the building at both ends of the track wire, a support steel beam for maintaining the distance between the track wire and the slope is provided between the two cantilevered steel beams; docking rollers abutting against the track wire are provided on the support steel beam and the suspension platform, and a limit frame for limiting the track wire is provided on the docking roller, and the limit frame is slidably installed on the docking roller; when the two docking rollers on both sides of the track wire approach each other, the limit frame slides and forms an avoidance opening between the docking roller for the other docking roller to pass through. The present application can reduce the number of installations of the suspension mechanism and the suspension platform, and achieve a lower cost to complete the installation of the curved facade.

Description

Technical Field

[0001] The present application relates to the technical field of slope decorative surface construction equipment, and in particular to a slope structure high-altitude construction structure. Background Art

[0002] The existing vertical building facade construction is mostly carried out through hanging baskets. However, with the progress and development of society, various special-shaped buildings have emerged in an endless stream to beautify the city skyline. The decoration of building facades with structures such as slopes and curved surfaces faces huge construction difficulties.

[0003] Among them, the Chinese patent with authorization announcement number CN214834626U discloses a high-altitude inverted inclined track type hanging basket, which includes: a hanging basket body, a suspension mechanism, a hanging basket main and auxiliary ropes and a hanging basket track wire; the suspension mechanism is arranged on the roof, one end of the hanging basket track wire is connected to the suspension mechanism, and the other end of the hanging basket track wire is connected to the ground; a hoist is arranged on the hanging basket body, one end of the hanging basket main and auxiliary ropes are connected to the suspension mechanism, and the other end of the hanging basket main and auxiliary ropes are connected to the hoist.

[0004] In the above patent, a hanging basket track wire is set, one end of which is connected to the suspension mechanism of the roof and the other end is connected to the ground. When in use, the main and auxiliary ropes of the hanging basket are lifted up by the hoist, and the first pulley on the hanging basket body slides upward along the hanging basket track wire, thereby realizing the installation of the inclined facade.

[0005] However, since the track wire is straight, the distance between the track wire and the facade cannot be uniform for curved facades, which results in the upper and lower ends being too far away from the facade, or there being a position where the distance between the two ends is too far, making construction impossible in these places.

[0006] At present, the above problem can only be solved by decomposition, that is, increasing the number of hangers and hanging baskets, and using two or even more hangers and hanging baskets to achieve the installation that could be achieved by one set of hangers and hanging baskets, so as to avoid the location where the distance is too large. Although this method can solve the problem, it is costly. Summary of the invention

[0007] In order to complete the installation of the curved facade at a lower cost, the present application provides a high-altitude construction structure with an inclined structure.

[0008] The present application provides a high-altitude construction structure with an inclined surface structure, which adopts the following technical solutions:

[0009] A high-altitude construction structure of an inclined surface structure, comprising a suspension mechanism installed on a building, a suspension platform connected to the suspension mechanism through a suspension rope, a track wire providing a sliding track for the suspension platform, and cantilevered steel beams connected to the building at both ends of the track wire, and a supporting steel beam for maintaining the distance between the track wire and the inclined surface is provided between the two cantilevered steel beams;

[0010] The supporting steel beam and the suspension platform are both provided with docking rollers which are abutted against the track steel wires, and the docking rollers are provided with limit frames for limiting the track steel wires, and the limit frames are slidably mounted on the docking rollers;

[0011] When the two docking rollers located on both sides of the track steel wire approach each other, the limiting frame slides and forms an escape opening between the docking rollers for the other docking roller to pass through.

[0012] With such a configuration, the track steel wire is provided with pulling force or pushing force through the supporting steel beam and the docking rollers thereon, so that the distance between each point of the track steel wire and the building facade is maintained within a reasonable range. During the lifting and lowering process of the suspension platform, the suspension platform is kept moving along the track of the track steel wire through the docking rollers thereon, and the limit frame can keep the track steel wire and the docking rollers in coordination. Among them, when the docking roller on the suspension platform passes the docking roller on the supporting steel beam, the docking roller first collides with another limit frame, and then pushes the limit frame to move until the two docking rollers collide. At this time, the two docking rollers are respectively located on both sides of the track steel wire. When the two docking rollers cross each other, the limit frame is gradually reset.

[0013] Optionally: the limiting frame includes a limiting portion, and a long arm and a short arm located at both ends of the limiting portion and parallel to each other, and the sum of the lengths of the long arm and the short arm is greater than 1.5 times the diameter of the docking roller and less than or equal to 2 times the diameter of the docking roller;

[0014] The docking roller is rotatably connected to a connecting rod, the long arm is slidably installed on the connecting rod, and an elastic reset component is arranged between the connecting rod and the long arm.

[0015] In this way, the rail wire is restricted by the encirclement formed by the long arm, the short arm and the limit part. The length setting of the long arm and the short arm avoids interference during the crossing of the two docking rollers, and the elastic reset part can realize the automatic reset of the limit frame.

[0016] Optionally: a sliding rod is provided on the connecting rod, a nut is installed on the end of the sliding rod, the elastic reset member is sleeved on the sliding rod, and both ends are respectively against the nut and the limit frame.

[0017] Such an arrangement can realize the installation of the elastic reset member on the one hand, and can also support the limit frame at the same time, thereby improving the structural strength of the limit frame and the stability during sliding.

[0018] Optionally: both the upper and lower ends of the limiting portion are provided with guiding inclined surfaces for the other docking roller to abut against.

[0019] With such arrangement, the guiding inclined surface cooperates with the docking rollers to realize automatic sliding of the limit frame when the two docking rollers approach each other.

[0020] Optionally: a buckle structure is provided between the long arm and the connecting rod, and an unlocking piece for unlocking the buckle structure is provided on the docking roller or the limiting frame.

[0021] With such arrangement, the buckle structure arrangement can realize locking of the limit frame, so that under normal circumstances the limit frame can better limit the track wire.

[0022] Optionally: A button for unlocking the snap structure is provided on the side wall of the long arm, and the unlocking member is a long plate rotatably mounted on the short arm, and a torsion spring for keeping the long plate in a vertical state is provided between the long plate and the short arm.

[0023] In this way, the buckle structure is controlled by a button, that is, when the long board moves to the position of the button, the button can be pressed to unlock the buckle structure. When the long board contacts the connecting rod during the sliding of the limit frame, the long board can rotate to avoid interference between the two, and after the long board is separated from the connecting rod, the long board automatically returns to a vertical state under the action of the torsion spring.

[0024] Optionally: An arc-shaped groove that cooperates with the track steel wire is provided on the circumferential side wall of the docking roller.

[0025] Such an arrangement can better cooperate with the track steel wire and avoid shaking between the track steel wire and the docking roller.

[0026] Optionally: the depth of the arc-shaped groove is less than or equal to the radius of the track steel wire.

[0027] With such an arrangement, when the two butting rollers collide with each other, a smooth transition can be achieved, thereby avoiding a collision between the two butting rollers.

[0028] Optionally: a pulley is provided on the limiting portion.

[0029] Such an arrangement reduces the wear of the track wire. BRIEF DESCRIPTION OF THE DRAWINGS

[0030] Figure 1 It is a structural schematic diagram of this embodiment;

[0031] Figure 2 Schematic diagram of the back structure of the docking roller and the limiting frame in this embodiment;

[0032] Figure 3 This is a schematic diagram of the front structure of the docking roller and the limit frame in this embodiment. Figure 2 ;

[0033] Figure 4 Schematic diagram of the structure of the limit frame in this embodiment;

[0034] Figure 5 Schematic diagram of the exploded structure of the docking roller and the limiting frame in this embodiment;

[0035] Figure 6 This is the structure of the two docking rollers before docking in this embodiment;

[0036] Figure 7 This is the structure when two docking rollers are docked in this embodiment.

[0037] In the figure, 100, suspension mechanism; 200, suspension platform; 300, track steel wire; 310, cantilever steel beam; 320, support steel beam; 400, docking roller; 410, arc groove; 500, connecting rod; 600, limit frame; 610, limit part; 611, guide slope; 612, pulley; 620, long arm; 630, short arm; 640, elastic reset member; 650, slide rod; 660, nut; 670, buckle structure; 671, lock tongue; 672, reset spring; 673, push rod; 674, button; 680, unlocking member; 690, torsion spring. DETAILED DESCRIPTION

[0038] The present application is further described in detail below in conjunction with the accompanying drawings.

[0039] In the description of the present application, it should be understood that the terms "up", "down", "left", "right", etc., indicating directions or positional relationships are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present application and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore should not be understood as a limitation on the present application.

[0040] A high-altitude construction structure with an inclined surface structure, in this embodiment, takes the protruding curved facade as an example, such as Figure 1 As shown, it includes a suspension mechanism 100, a suspension platform 200, a track steel wire 300, a cantilevered steel beam 310 and a supporting steel beam 320. The suspension mechanism 100, the cantilevered steel beam 310 and the supporting steel beam 320 are all fixedly installed on the building, and the suspension platform 200 is connected to the suspension mechanism 100 by a suspension rope.

[0041] The cantilever steel beam 310 is installed at the starting point and end point of the suspension platform 200. The two ends of the track steel wire 300 are respectively fixedly connected to the ends of the cantilever steel beam 310. The supporting steel beam 320 is located between the two cantilever steel beams 310. The number of supporting steel beams 320 is set according to demand. In this embodiment, two are set.

[0042] The supporting steel beam 320 and the suspension platform 200 are both provided with docking rollers 400 which abut against the track steel wire 300. The docking rollers 400 on the supporting steel beam 320 provide thrust to the track steel wire 300 to ensure that there is a sufficient distance between the track steel wire 300 at this position and the facade.

[0043] The suspension platform 200 is hung on the track wire 300 through the docking roller 400, so as to move along the track wire 300.

[0044] like Figure 2 and Figure 3 As shown, the docking roller 400 is rotatably connected to a connecting rod 500, and the connecting rod 500 is fixed to the supporting steel beam 320 or the suspension platform 200. An arc groove 410 matching the track wire 300 is provided on the circumferential side wall of the docking roller 400, and the depth of the arc groove 410 is less than or equal to the radius of the track wire 300.

[0045] A limiting frame 600 for limiting the track wire 300 is provided on the docking roller 400. The limiting frame 600 includes a limiting portion 610, a long arm 620 and a short arm 630. The long arm 620 and the short arm 630 are respectively fixedly mounted at both ends of the limiting portion 610. The long arm 620 and the short arm 630 are arranged in parallel and perpendicular to the limiting portion 610.

[0046] Among them, the sum of the lengths of the long arm 620 and the short arm 630 is greater than 1.5 times the diameter of the docking roller 400 and less than or equal to 2 times the diameter of the docking roller 400. The long arm 620 is slidably installed on the connecting rod 500, and an elastic reset member 640 is provided between the connecting rod 500 and the long arm 620.

[0047] A slide bar 650 is provided on the connecting rod 500, the end of the slide bar 650 passes through the long arm 620 and is threadedly connected to a nut 660. The elastic reset member 640 is a spring, which is sleeved on the slide bar 650, and the two ends of the spring are respectively against the nut 660 and the limit frame 600.

[0048] The upper and lower ends of the limiting portion 610 are both provided with guiding inclined surfaces 611 for the other docking roller 400 to abut against, and a pulley 612 is provided at a position opposite to the limiting portion 610 and the docking roller 400, and the pulley 612 protrudes from the end of the limiting portion 610.

[0049] like Figure 3 and Figure 4 As shown, a buckle structure 670 is provided between the long arm 620 and the connecting rod 500 , and an unlocking member 680 for unlocking the buckle structure 670 is provided on the docking roller 400 or the limiting frame 600 .

[0050] The buckle structure 670 includes a lock tongue 671, a return spring 672, a push rod 673 and a button 674. The lock tongue 671, the push rod 673 and the button 674 are all slidably mounted on the long arm 620. The lock tongue 671, the push rod 673 and the button 674 are abutted against each other by a wedge-shaped surface. The button 674 and the lock tongue 671 can both extend out of the long arm 620, wherein the button 674 extends out of the outer wall of the long arm 620. The button 674 abuts against the lock tongue 671 and keeps the lock tongue 671 extending out of the long arm 620. A lock hole that cooperates with the lock tongue 671 is provided on the connecting rod 500. By pressing the button 674, the push rod 673 can be pushed to move, and then the lock tongue 671 can be pushed back into the long arm 620 to release the lock between the long arm 620 and the connecting rod 500.

[0051] The unlocking member 680 is a long plate rotatably mounted on the short arm 630. A torsion spring 690 is provided between the long plate and the short arm 630 to keep the long plate in a vertical state. The torsion spring 690 is housed in the short arm 630. The torsion arms at both ends of the torsion spring 690 are connected to the long plate and the short arm 630 respectively.

[0052] Working principle:

[0053] like Figure 5 As shown in FIG. 1 , when the docking roller 400 on the suspension platform 200 passes the docking roller 400 on the support steel beam 320, the unlocking member 680 first contacts the button 674 and gradually presses the button 674 to release the locking state of the buckle structure 670. Then the two docking rollers 400 simultaneously contact the guiding inclined surface 611 on the limiting frame 600, and then push the limiting frame 600 to move to form the following Figure 7 In the state shown, during the sliding process of the limiting frame 600, an escape opening is gradually formed between the limiting frame 600 and the docking roller 400 for the other docking roller 400 to pass through.

[0054] During this process, when the unlocking member 680 comes into contact with the connecting rod 500, the unlocking member 680 will be pushed by the connecting rod 500 to rotate as the limit frame 600 moves until the two docking rollers 400 collide with each other. At this time, the two docking rollers 400 are respectively located on both sides of the track steel wire 300. After the two docking rollers 400 pass each other, the limit frame 600 and the unlocking member 680 are gradually reset.

[0055] The embodiments of this specific implementation method are all preferred embodiments of the present application, and are not intended to limit the protection scope of the present application. Therefore, all equivalent changes made based on the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A high-altitude construction structure with an inclined structure, comprising a suspension mechanism (100) installed on a building, a suspension platform (200) connected to the suspension mechanism (100) via a suspension rope, a track wire (300) providing a sliding track for the suspension platform (200), and cantilevered steel beams (310) connected to the building at both ends of the track wire (300), wherein: A supporting steel beam (320) for maintaining the distance between the track steel wire (300) and the inclined surface is provided between the two cantilever steel beams (310); The supporting steel beam (320) and the suspension platform (200) are both provided with a docking roller (400) that abuts against the track steel wire (300), and the docking roller (400) is provided with a limiting frame (600) for limiting the track steel wire (300), and the limiting frame (600) is slidably mounted on the docking roller (400); When the two docking rollers (400) located on both sides of the track steel wire (300) approach each other, the limiting frame (600) slides and forms an escape opening between the docking rollers (400) for the other docking roller (400) to pass through.

2. The high-altitude construction structure with an inclined surface structure according to claim 1 is characterized in that: The limiting frame (600) comprises a limiting portion (610), and a long arm (620) and a short arm (630) located at both ends of the limiting portion (610) and parallel to each other, wherein the sum of the lengths of the long arm (620) and the short arm (630) is greater than 1.5 times the diameter of the docking roller (400) and less than or equal to 2 times the diameter of the docking roller (400); The docking roller (400) is rotatably connected to a connecting rod (500), the long arm (620) is slidably mounted on the connecting rod (500), and an elastic reset member (640) is provided between the connecting rod (500) and the long arm (620).

3. The high-altitude construction structure with an inclined surface structure according to claim 2 is characterized in that: The connecting rod (500) is provided with a sliding rod (650), a nut (660) is installed at the end of the sliding rod (650), and the elastic reset member (640) is sleeved on the sliding rod (650), and the two ends thereof are respectively abutted against the nut (660) and the limiting frame (600).

4. The high-altitude construction structure with an inclined surface structure according to claim 2 is characterized in that: Both the upper and lower ends of the limiting portion (610) are provided with guiding inclined surfaces (611) for the other docking roller (400) to abut against.

5. The high-altitude construction structure with an inclined surface structure according to claim 2 is characterized in that: A buckle structure (670) is provided between the long arm (620) and the connecting rod (500), and an unlocking member (680) for unlocking the buckle structure (670) is provided on the docking roller (400) or the limiting frame (600).

6. The high-altitude construction structure with an inclined surface structure according to claim 5 is characterized by: A button (674) for unlocking the buckle structure (670) is provided on the side wall of the long arm (620); the unlocking member (680) is a long plate rotatably mounted on the short arm (630); a torsion spring (690) for keeping the long plate in a vertical state is provided between the long plate and the short arm (630).

7. The high-altitude construction structure with an inclined surface structure according to claim 1 is characterized by: An arc-shaped groove (410) matching with the track steel wire (300) is provided on the circumferential side wall of the docking roller (400).

8. The high-altitude construction structure with an inclined surface structure according to claim 7 is characterized in that: The depth of the arc-shaped groove (410) is less than or equal to the radius of the track steel wire (300).

9. The high-altitude construction structure with an inclined surface structure according to claim 2 is characterized by: A pulley (612) is provided on the limiting portion (610).

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