Disc buckle type scaffold

Abstract

The utility model discloses a ring buckle type scaffold, and relates to the technical field of scaffolds, the ring buckle type scaffold comprises a fixed support, the fixed support comprises fixed vertical rods and fixed transverse rods, the fixed vertical rods are arranged on the ground in a surrounding mode, and the fixed transverse rods are evenly arranged on the fixed transverse rods at intervals in the circumferential direction; the vertical support comprises vertical rods and transverse straight rods, the vertical rods are arranged in a surrounding mode, and the transverse straight rods are evenly arranged on the vertical rods at intervals in the circumferential direction; the outer inclined support comprises a connecting column, an adapter column and a supporting column, and the connecting column is connected to the adapter column and is perpendicular to the adapter column; the connecting column is detachably fixed to the fixed vertical rod through the fixing assembly, and the adapter column is detachably fixed to the vertical rod through the fixing assembly; the supporting column is obliquely arranged on the adapter column, and the supporting column is located below the connecting column and abuts against the fixed vertical rod. The scaffold can adapt to an externally-expanded wall body.

Description

Technical Field

[0001] The present application relates to the technical field of scaffolds, and in particular to a disc-type scaffold. Background Art

[0002] In the process of construction, the disc-type scaffolding is an indispensable construction equipment, which is used to provide a stable operating platform for construction workers.

[0003] However, in actual construction, external steps extending outward are often encountered. At this time, the traditional disc-type scaffolding cannot be directly erected in line with the outward-expanding wall.

[0004] In order to solve this problem, construction workers usually need to re-erect a scaffold suitable for the external wall from the bottom. Therefore, how to design a scaffold device that can directly fit the external wall has become an urgent problem to be solved in the current construction field. Utility Model Content

[0005] In order to make the scaffold adapt to the outward-expanding wall, the present application provides a disc-type scaffold.

[0006] The present application provides a disc-type scaffolding, which adopts the following technical solution:

[0007] A disc-type scaffolding, comprising

[0008] A fixed bracket, comprising a fixed vertical rod and a fixed horizontal rod, wherein the fixed vertical rod is arranged around the ground, and the fixed horizontal rods are arranged on the fixed horizontal rod at uniform intervals along the circumferential direction;

[0009] A vertical support, comprising a vertical rod and a horizontal rod, wherein the vertical rod is arranged in a circumferential manner, and the horizontal rod is arranged on the vertical rod at even intervals along the circumferential direction;

[0010] An externally inclined bracket, comprising a connecting column, an adapting column and a supporting column, wherein the connecting column is connected to the adapting column and is perpendicular to the connecting column;

[0011] A fixing assembly, through which the connecting column is detachably fixed to the fixed vertical rod, and through which the adapter column is detachably fixed to the vertical rod;

[0012] The support column is obliquely arranged on the adapter column, and the support column is located below the connecting column and abuts against the fixed vertical rod.

[0013] By adopting the above technical solution, the outward inclined bracket is set up, and the outward-expanding building wall is supported by the support column abutting against the fixed vertical rod of the fixed bracket; at the same time, the fixing component is used to realize the detachable fixation of the outward inclined bracket, the vertical bracket and the fixed bracket, which is convenient for installing the scaffolding, improves the scope of application, and makes the scaffolding adaptable to the outward-expanding wall.

[0014] Optionally, the fixing assembly includes a fixing plate and a fixing pin;

[0015] There are a plurality of fixing plates, which are respectively arranged on the adapter column and the fixing vertical rod, and a plurality of pin holes are formed on the fixing plates at even intervals along the circumferential direction;

[0016] The connecting column and the horizontal and vertical rods are respectively formed with receiving grooves for the fixing plate to be inserted, and the fixing pin is slidably penetrated through the connecting column and the horizontal and vertical rods, and the fixing pin is inserted through the pin hole.

[0017] By adopting the above technical solution, the fixing pin passes through the pin hole to achieve the connection and fixation between the connecting column, the horizontal and vertical rods and the fixing plate.

[0018] Optionally, a limit block is provided on the top of the fixing pin.

[0019] By adopting the above technical solution, the limit block restricts the fixing pin from disengaging downward from the pin hole.

[0020] Optionally, a curved plate is provided on a side of the support column away from the adapter column, and the curved plate abuts against an outer peripheral side of the fixed vertical rod.

[0021] By adopting the above technical solution, the arc-shaped plate abuts against the outer peripheral side of the fixed vertical rod, increasing the contact area, so that the support column can better transmit the force in the direction of the fixed vertical rod.

[0022] Optionally, a reinforcement column is provided between the connecting column and the supporting column.

[0023] By adopting the above technical solution, the reinforcement column connects the connecting column and the supporting column, thereby improving the stability of the external inclined bracket.

[0024] Optionally, the reinforcement column is arranged at an angle.

[0025] By adopting the above technical solution, the reinforcement column is set at an angle to improve the reinforcement effect of the reinforcement column.

[0026] Optionally, the connecting column comprises an inner column, an outer column and a locking bolt, one end of the inner column is fixed to the adapter column, the outer column slides on the inner column, the locking bolt is threadedly connected to the outer column, and the locking bolt is pressed against the outer wall of the inner column;

[0027] The support column includes a column body, a sleeve body and a support bolt. The column body is arranged on the adapter column. The sleeve body slides on the outer peripheral side of the column. The support bolt is threadedly connected to the sleeve body, and the support bolt is pressed against the column body.

[0028] By adopting the above technical solution, the lengths of the connecting columns and the supporting columns can be adjusted, which is conducive to the external inclined bracket adapting to different external expansion walls of buildings.

[0029] Optionally, column sleeves are provided at both ends of the reinforcement column, and the column sleeves slide on the outer column and the sleeve body respectively, and the column sleeves are threadedly connected with reinforcement bolts.

[0030] By adopting the above technical solution, the column sleeve slides on the outer column and the sleeve body respectively, so that the reinforcement column can adapt to the length-adjusted connecting column and the supporting column.

[0031] In summary, the present application includes at least one of the following beneficial effects:

[0032] 1. The setting of the external oblique bracket, the detachable fixing of the connecting vertical bracket and the fixed bracket facilitates the installation of the scaffolding, improves the scope of application, and makes the scaffolding adaptable to the external expansion wall;

[0033] 2. The reinforcement column connects the connecting column and the supporting column to improve the stability of the external inclined bracket. BRIEF DESCRIPTION OF THE DRAWINGS

[0034] Figure 1 It is an overall schematic diagram of Embodiment 1 of the present application;

[0035] Figure 2 yes Figure 1 A magnified schematic diagram of part A;

[0036] Figure 3 It is an overall schematic diagram of the second embodiment of the present application;

[0037] Figure 4 yes Figure 3 An enlarged schematic diagram of part B.

[0038] Figure numerals: 1. fixed bracket; 11. fixed vertical rod; 12. fixed horizontal rod; 2. vertical bracket; 21. vertical rod; 22. horizontal and vertical rods; 3. external oblique bracket; 31. connecting column; 311. inner column; 312. outer column; 313. locking bolt; 32. adapter column; 33. supporting column; 331. arc plate; 332. column body; 333. sleeve body; 334. supporting bolt; 4. fixing plate; 41. fixing pin; 411. limit block; 42. pin hole; 5. receiving groove; 6. reinforcement column; 61. column sleeve; 62. reinforcement bolt. DETAILED DESCRIPTION

[0039] The following is combined with Figure 1-4 This application is described in further detail.

[0040] The embodiment of the present application discloses a disc-type scaffold.

[0041] Embodiment 1

[0042] See also Figure 1 and Figure 2 The disc-type scaffolding includes a fixed bracket 1, and the fixed bracket 1 includes a fixed vertical rod 11 and a fixed horizontal rod 12. There are multiple fixed vertical rods 11 and they are arranged around the ground at intervals of 90 degrees along the circumferential direction, and the fixed vertical rods 11 are fixed to the ground by connecting bolts. There are multiple groups of fixed horizontal rods 12 and they are evenly spaced up and down, and each group of fixed horizontal rods 12 has multiple fixed vertical rods 11 and they are evenly spaced along the circumferential direction.

[0043] The disc-type scaffolding also includes a vertical support 2, which includes a vertical rod 21 and a horizontal rod 22. The vertical rod 21 has multiple vertical rods 21 and is arranged around the circumference at intervals of 90 degrees. The horizontal rods 22 have multiple groups and are evenly spaced up and down. Each group of horizontal rods 22 has multiple horizontal rods 22 and is fixed on the vertical rod 21 at even intervals along the circumference.

[0044] When supporting, the fixed bracket 1 is installed and fixed on the ground and fixed close to the outer wall of the building, and the vertical bracket 2 is supported on the outer wall of the outer wall of the building. The disc-type scaffolding also includes an outer inclined bracket 3 and a fixing assembly. The outer inclined bracket 3 is arranged between the fixed bracket 1 and the vertical bracket 2, and the outer inclined bracket 3 is connected and fixed with the vertical bracket 2 and the fixed bracket 1 respectively through the fixing assembly.

[0045] The external oblique bracket 3 includes a connecting column 31, an adapter column 32 and a supporting column 33. The adapter column 32 is a cylindrical structure, and a plug-in slot is formed on the top of the adapter column 32. One end of the connecting column 31 is fixedly connected to the middle position of the adapter column 32, and the connecting column 31 is fixedly connected to the adapter column 32.

[0046] The fixing assembly includes a fixing plate 4 and a fixing pin 41. There are multiple fixing plates 4 which are fixed to the adapter column 32 and the fixing vertical rod 11 respectively. Multiple pin holes 42 are formed on the fixing plate 4 at even intervals along the circumference, and the pin holes 42 extend along the vertical direction.

[0047] The connecting column 31 and the horizontal and vertical rods 22 are respectively formed with a receiving groove 5 extending in the horizontal direction, and the fixed disk 4 is inserted into the receiving groove 5, and the fixed disk 4 is in sliding contact with the groove wall of the receiving groove 5. The fixing pin 41 is slidably arranged in the connecting column 31 and the horizontal and vertical rods 22, and the fixing pin 41 passes through the receiving groove 5. When the fixed connection is made, the fixing pin 41 slides out of the receiving groove 5, and then the fixing disk 4 is inserted into the receiving groove 5, and then the fixing is achieved by inserting the fixing pin 41 through the pin hole 42. The top of the fixing pin 41 is fixedly connected to a limiting block 411, which limits the fixing pin 41 from disengaging from the pin hole 42 downward.

[0048] The support column 33 is fixed obliquely to the adapter column 32, and the connection point of the support column 33 to the adapter column 32 is located below and adjacent to the connecting column 31. An arc plate 331 is provided at one end of the support column 33 away from the adapter column 32, and the arc convex side of the arc plate 331 is fixedly connected to the support column 33, and the arc concave side of the arc plate 331 abuts against the outer peripheral side of the fixed vertical rod 11. When in use, the support column 33 supports the adapter column 32, further improving the support stability of the vertical bracket 2. A reinforcement column 6 is fixedly connected between the connecting column 31 and the support column 33, and the reinforcement column 6 is obliquely arranged so that a triangular cavity is formed between the connecting column 31, the support column 33 and the reinforcement column 6, and the stability between the connecting column 31 and the support column 33 is further improved by the reinforcement column 6.

[0049] The implementation principle of a disc-type scaffolding in the embodiment of the present application is:

[0050] When supporting, first install and fix the fixed bracket 1 on the ground, and the fixed bracket 1 can be connected and fixed to the outer wall of the building through the wall connecting piece. Then, the outer oblique bracket 3 is supported on the top of the fixed bracket 1, and the fixing plate 4 of the fixed vertical rod 11 is inserted into the receiving groove 5 of the connecting column 31, and then the fixing pin 41 is inserted into the plug hole 42 to achieve the connection and fixation between the connecting column 31 and the fixed vertical rod 11. Finally, the vertical bracket 2 is supported, and the vertical rod 21 is inserted into the plug groove of the adapter column 32, and the fixing plate 4 of the adapter column 32 is inserted into the receiving groove 5 of the horizontal rod 22, and then the fixing pin 41 is inserted into the plug hole 42 to achieve the connection and fixation between the adapter column 32 and the horizontal rod 22, and then the support of the vertical bracket 2 is completed, and the vertical bracket 2 and the outer wall of the building's external expansion wall can be connected and fixed through the wall connecting piece.

[0051] Embodiment 2

[0052] The difference between the first embodiment and the second embodiment is that: Figure 3 and Figure 4 The connecting column 31 includes an inner column 311 , an outer column 312 and a locking bolt 313 , and the supporting column 33 includes a column body 332 , a sleeve body 333 and a supporting bolt 334 .

[0053] One end of the inner column 311 is fixed to the adapter column 32, the outer column 312 slides on the inner column 311 and is coaxially arranged, and the locking bolt 313 is threadedly connected to the outer column 312. When in use, the locking bolt 313 is rotated until it is pressed against the outer wall of the inner column 311, and the inner column 311 and the outer column 312 are connected and fixed, which is conducive to adjusting the length of the connecting column 31.

[0054] The column 332 is fixedly connected to the adapter column 32, the sleeve 333 is slidably sleeved on the outer peripheral side of the column 332, and the support bolt 334 is threadedly connected to the sleeve 333. When in use, the support bolt 334 is rotated to press against the outer wall of the column 332, and the column 332 and the sleeve 333 are connected and fixed, which is conducive to adjusting the length of the support column 33.

[0055] The two ends of the reinforcement column 6 are respectively fixedly connected with column sleeves 61, which are respectively slidably sleeved on the outer column 312 and the sleeve body 333, and the column sleeve 61 is threadedly connected with a reinforcement bolt 62. When the length of the connecting column 31 and the supporting column 33 is adjusted, the reinforcement bolt 62 is reversed, the column sleeve 61 is loosened, and then when the length adjustment of the connecting column 31 and the supporting column 33 is completed, the reinforcement bolt 62 is forwardly rotated so that the reinforcement bolt 62 is pressed against the outer column 312 and the sleeve body 333, so as to realize the connection and fixation between the supporting column 33 and the outer column 312 and the sleeve body 333.

[0056] The implementation principle of a disc-type scaffold in the second embodiment of the present application is:

[0057] When the externally inclined bracket 3 is installed, the externally inclined bracket 3 is adapted to the outward expansion distance of the outward expansion wall of the building by adjusting the length of the connecting column 31 and the supporting column 33. When the length adjustment of the connecting column 31 and the supporting column 33 is completed, the reinforcing column 6 is fixed by rotating the reinforcing bolt 62 forward.

[0058] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A disc-type scaffolding, characterized in that: include A fixed bracket (1) comprising a fixed vertical rod (11) and a fixed horizontal rod (12), wherein the fixed vertical rod (11) is disposed circumferentially on the ground, and the fixed horizontal rods (12) are disposed on the fixed horizontal rod (12) at even intervals along the circumferential direction; A vertical support (2) comprising a vertical rod (21) and a horizontal rod (22), wherein the vertical rod (21) is arranged circumferentially, and the horizontal rod (22) is arranged at even intervals on the vertical rod (21) along the circumferential direction; An externally inclined bracket (3) comprises a connecting column (31), an adapting column (32) and a supporting column (33), wherein the connecting column (31) is connected to the adapting column (32) and is perpendicular to each other; A fixing assembly, wherein the connecting column (31) is detachably fixed to the fixing vertical rod (11) through the fixing assembly, and the adapter column (32) is detachably fixed to the vertical rod (21) through the fixing assembly; The support column (33) is obliquely arranged on the adapter column (32); the support column (33) is located below the connection column (31) and abuts against the fixed vertical rod (11).

2. The disc-type scaffolding according to claim 1, characterized in that: The fixing assembly comprises a fixing plate (4) and a fixing pin (41); The fixing disk (4) has a plurality of parts and is respectively arranged on the adapter column (32) and the fixing vertical rod (11); the fixing disk (4) is provided with a plurality of pin holes (42) evenly spaced along the circumferential direction; The connecting column (31) and the transverse rod (22) are respectively formed with a receiving groove (5) for inserting the fixing plate (4), the fixing pin (41) is slidably arranged on the connecting column (31) and the transverse rod (22), and the fixing pin (41) is inserted through the pin hole (42).

3. The disc-type scaffolding according to claim 2 is characterized in that: A limiting block (411) is provided on the top of the fixing pin (41).

4. The disc-type scaffold according to claim 1, characterized in that: An arc-shaped plate (331) is provided on one side of the support column (33) away from the adapter column (32), and the arc-shaped plate (331) abuts against the outer peripheral side of the fixed vertical rod (11).

5. The disc-type scaffolding according to claim 4 is characterized in that: A reinforcement column (6) is provided between the connection column (31) and the support column (33).

6. The disc-type scaffold according to claim 5, characterized in that: The reinforcement column (6) is arranged obliquely.

7. The disc-type scaffold according to claim 6, characterized in that: The connecting column (31) comprises an inner column (311), an outer column (312) and a locking bolt (313); one end of the inner column (311) is fixed to the adapter column (32); the outer column (312) slides on the inner column (311); the locking bolt (313) is threadedly connected to the outer column (312); and the locking bolt (313) is pressed against the outer wall of the inner column (311); The support column (33) comprises a column body (332), a sleeve body (333) and a support bolt (334); the column body (332) is arranged on the adapter column (32); the sleeve body (333) slides on the outer peripheral side of the column body (332); the support bolt (334) is threadedly connected to the sleeve body (333); and the support bolt (334) is pressed against the column body (332).

8. The disc-type scaffold according to claim 7, characterized in that: Column sleeves (61) are provided at both ends of the reinforcement column (6); the column sleeves (61) slide on the outer column (312) and the sleeve body (333) respectively; and the column sleeves (61) are threadedly connected with reinforcement bolts (62).

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