CN221346301U - Scaffold building device for overlarge distance between upright rod and beam - Google Patents
Scaffold building device for overlarge distance between upright rod and beam Download PDFInfo
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- CN221346301U CN221346301U CN202323256596.5U CN202323256596U CN221346301U CN 221346301 U CN221346301 U CN 221346301U CN 202323256596 U CN202323256596 U CN 202323256596U CN 221346301 U CN221346301 U CN 221346301U
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- tripod
- pole
- pole setting
- rod
- horizontal
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- 238000010276 construction Methods 0.000 claims abstract description 26
- 230000008093 supporting effect Effects 0.000 claims description 14
- 239000000463 material Substances 0.000 abstract description 6
- 230000001133 acceleration Effects 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 238000003491 array Methods 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 230000003111 delayed effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model provides a scaffold building device for overlarge distance between a vertical rod and a beam, which comprises a plurality of vertical rods, wherein a tripod is arranged on one side of the vertical rod closest to a joist, adjustable support supports are arranged at the tops of the vertical rod and the tripod, and the adjustable support supports a template at the top, and the tripod is connected with the vertical rod through a bolt. Through hang the tripod in the pole setting that is close to the joist, rotate the adjustable support on the tripod to make adjustable support lean on the template, make tripod and pole setting be connected through the bolt, the arc fagging supports and leans on in the pole setting, connected mode is swift, easy operation, and the structure is practical, very big acceleration construction progress. Through hanging the tripod in the pole setting that is close to the joist, avoid additionally increasing a row of pole setting near the joist, avoid increasing the water balance pole in the pole setting simultaneously, can save a large amount of materials, reduce the construction cost of scaffold frame, make things convenient for staff's construction.
Description
Technical Field
The utility model relates to the field of scaffold construction, in particular to a scaffold construction device for an oversized distance between a vertical rod and a beam.
Background
When the support is applied to a complex building project, when the support is built close to a beam, the support can sometimes meet the condition that the distance between vertical rods on two sides of the beam and the beam is overlarge, when the horizontal rods on the top layer of the support scaffold bear load, the standard requirement is that the length of a cantilever at the rod end cannot exceed 150mm, and if the support is in accordance with the existing construction procedure, a row of vertical rods is additionally arranged near the beam. Because Liang Bianju is not big from the pole setting load of the not far department, still increase a plurality of horizontal crossbars between the pole setting when increasing a row of pole setting, need the more engineering time of staff, need consume more construction material, increased the construction cost of scene, waste a large amount of manpower and materials, it is very inconvenient to be under construction in roof beam department simultaneously, has delayed the construction progress. For this purpose we propose a scaffold construction device for pole to beam distances that are too large to solve the above problems.
Disclosure of utility model
The utility model provides a scaffold building device for overlarge distance between vertical rods and a beam, which solves the problems that when the distance between the vertical rods on two sides of the beam and the beam is overlarge, a row of vertical rods are required to be additionally arranged at the rod end, more construction materials are required to be consumed, the construction cost on site is increased, a large amount of manpower and material resources are wasted, and meanwhile, the construction at the beam is very inconvenient and the construction progress is delayed.
In order to solve the technical problems, the utility model adopts the following technical scheme: a scaffold puts up device for pole setting and roof beam distance are too big, including a plurality of pole settings, pole setting one side that is closest to the joist is equipped with the tripod, and pole setting and tripod top are equipped with adjustable support, and the template at top is supported to adjustable support, and the tripod passes through the bolt and is connected with the pole setting.
In the preferred scheme, the pole setting includes hollow riser, is equipped with a plurality of horizontal trays on the riser, is equipped with the mounting hole of a plurality of arrays on the horizontal tray, and the riser top is equipped with the internal thread.
In the preferred scheme, the tripod comprises a small vertical rod, a cross rod is arranged on the horizontal direction of the small vertical rod, an inclined strut is arranged on the small vertical rod, an arc-shaped supporting plate is arranged at one end of the inclined strut, and the arc-shaped supporting plate is propped against the outer wall of the vertical pipe.
In the preferred proposal, the small vertical rod has the same structure as the vertical rod, and only one horizontal tray is arranged on the small vertical rod.
In the preferred scheme, both ends of the cross rod are all provided with two connecting blocks, the connecting block is provided with a connecting hole, the horizontal tray is clamped between the two connecting blocks at one end of the cross rod, the connecting block at the other end of the cross rod is connected with the horizontal tray of the small vertical rod, and the bolt penetrates through the connecting hole and the mounting hole.
In the preferred scheme, the cross section of connecting hole is arc structure, and the cross section one end of bolt is wider than the other end.
In the preferred scheme, a plurality of horizontal struts are arranged between two adjacent vertical rods, the structure of each horizontal strut is the same as that of the cross rod, and two ends of each horizontal strut are connected with the vertical rods through bolts.
In the preferred scheme, the adjustable support comprises a screw, an adjusting nut is arranged on the screw, a bracket is arranged at the top of the screw, the bracket is in contact with the template, and the screw is connected with the internal thread.
The beneficial effects of the utility model are as follows: through hang the tripod in the pole setting that is close to the joist, rotate the adjustable support on the tripod to make adjustable support lean on the template, make tripod and pole setting be connected through the bolt, the arc fagging supports and leans on in the pole setting, connected mode is swift, easy operation, and the structure is practical, very big acceleration construction progress.
Through hanging the tripod in the pole setting that is close to the joist, avoid additionally increasing a row of pole setting near the joist, avoid increasing the water balance pole in the pole setting simultaneously, can save a large amount of materials, reduce the construction cost of scaffold frame, save the time that the staff set up a row of pole setting more, saved construction cost. Meanwhile, the situation that the vertical rod is erected in a narrow space at the joist is avoided, and the construction of workers is further facilitated. The tripod is connected with the template through the adjustable support, rotates adjusting nut to make bracket and template contact, convenient operation, the supporting role of tripod of being convenient for has great spreading value.
Drawings
The utility model is further described below with reference to the drawings and examples;
FIG. 1 is a front view of the overall structure of the present utility model;
FIG. 2 is an isometric view of the overall structure of the present utility model;
FIG. 3 is an exploded view of the overall structure of the present utility model;
FIG. 4 is an isometric view of the tripod of the present utility model;
FIG. 5 is an isometric view of an adjustable bolster of the present utility model;
In the figure: a vertical rod 1; a riser 101; a horizontal tray 102; a mounting hole 103; an internal thread 104; a tripod 2; a small upright 201; a cross bar 202; a connection block 2021; a connection hole 2022; a diagonal brace 203; an arc-shaped stay plate 204; an adjustable support 3; a screw 301; an adjustment nut 302; a bracket 303; a plug pin 4; a template 5; joists 6; horizontal strut 7.
Detailed Description
Example 1:
as shown in fig. 1-5, the scaffold building device for the overlarge distance between the vertical rod and the beam comprises a plurality of vertical rods 1, a tripod 2 is arranged on one side of the vertical rod 1 closest to the joist 6, adjustable supporting supports 3 are arranged on the tops of the vertical rods 1 and the tripod 2, the adjustable supporting supports 3 support templates 5 on the tops, and the tripod 2 is connected with the vertical rod 1 through bolts 4. From this structure, through hang tripod 2 in the pole setting 1 that is close to joist 6, rotate adjustable support 3 on the tripod 2 to make adjustable support 3 support and lean on template 5, make tripod 2 and pole setting 1 be connected through bolt 4, arc fagging 204 support and lean on in pole setting 1, connected mode is swift, easy operation, and the structure is practical, very big acceleration construction progress.
Through hang tripod 2 on the pole setting 1 that is close to joist 6, avoid additionally increasing a row of pole setting near joist 6, avoid increasing the water balance pole in the pole setting simultaneously, can save a large amount of materials, reduce the construction cost of scaffold frame, save the time that the staff set up a row of pole setting more, saved construction cost. Meanwhile, the situation that the vertical rod 1 is erected in a narrow space at the joist 6 is avoided, and the construction of workers is further facilitated. The tripod 2 is connected with the template 5 through the adjustable support 3, and the adjusting nut 302 is rotated to enable the bracket 303 to be in contact with the template 5, so that the operation is convenient, and the supporting effect of the tripod 2 is convenient.
In a preferred scheme, the vertical rod 1 comprises a hollow vertical pipe 101, a plurality of horizontal trays 102 are arranged on the vertical pipe 101, a plurality of array mounting holes 103 are arranged on the horizontal trays 102, and internal threads 104 are arranged on the top of the vertical pipe 101. With this structure, the mounting holes 103 of the plurality of arrays are convenient for the horizontal strut 7 on the horizontal direction to be connected with the upright 1, and the horizontal tray 102 is clamped on two connecting blocks at one end of the horizontal strut 7, so that the connection operation of the horizontal strut 7 and the upright 1 is convenient.
In a preferred scheme, the tripod 2 comprises a small vertical rod 201, a cross rod 202 is arranged in the horizontal direction of the small vertical rod 201, an inclined support 203 is arranged on the small vertical rod 201, an arc-shaped support plate 204 is arranged at one end of the inclined support 203, and the arc-shaped support plate 204 abuts against the outer wall of the vertical pipe 101. With this structure, the diagonal braces 203 provide a diagonal upward supporting force for the tripod 2, and the arc-shaped brace plates 204 can be quickly installed against the riser 101.
In the preferred embodiment, the small upright 201 has the same structure as the upright 1, and only one horizontal tray is provided on the small upright 201. With the structure, the small vertical rod 201 has the same structure as the vertical rod 1, so that the tripod 2 is convenient to produce, the material cost is reduced, and meanwhile, the small vertical rod 201 is provided with only one horizontal tray, so that the tripod 2 is connected with the horizontal tray 102 at the top of the vertical rod 1.
In the preferred scheme, both ends of the cross bar 202 are provided with two connecting blocks 2021, connecting holes 2022 are formed in the connecting blocks 2021, the horizontal tray 102 is clamped between the two connecting blocks 2021 at one end of the cross bar 202, the connecting blocks 2021 at the other end of the cross bar 202 are connected with the horizontal tray of the small vertical rod 201, and the bolts 4 penetrate through the connecting holes 2022 and the mounting holes 103. With this structure, the connection mode of the cross bar 202 and the horizontal tray 102 is simple and quick, so that the connection mode of the upright 1 and the tripod 2 is simple and quick, the setting up time of the scaffold is reduced, and the construction progress is quickened.
In a preferred embodiment, the cross section of the connecting hole 2022 is an arc structure, and one end of the cross section of the latch 4 is wider than the other end. With this structure, the plug 4 penetrates the connection hole 2022 and the mounting hole 103, so that the vertical rod 1 and the tripod 2 can be stably connected, and at the same time, the horizontal strut 7 and the vertical rod 1 can be stably connected.
In the preferred scheme, a plurality of horizontal supporting rods 7 are arranged between two adjacent vertical rods 1, the structure of each horizontal supporting rod 7 is the same as that of a cross rod 202, and two ends of each horizontal supporting rod 7 are connected with the vertical rod 1 through bolts 4. From this structure, be equipped with a plurality of horizontal poles 7 between two adjacent pole setting 1, horizontal pole setting 7 both ends are connected with pole setting 1 through bolt 4 to make scaffold structure wholly stable.
In a preferred embodiment, the adjustable support 3 comprises a screw 301, an adjusting nut 302 is arranged on the screw 301, a bracket 303 is arranged on the top of the screw 301, the bracket 303 is in contact with the template 5, and the screw 301 is connected with the internal thread 104. With this structure, the tripod 2 is connected with the template 5 through the adjustable bracket 3, and the adjusting nut 302 is rotated to make the bracket 303 contact with the template 5, so that the operation is convenient, and the supporting function of the tripod 2 is convenient.
The above embodiments are only preferred embodiments of the present utility model, and should not be construed as limiting the present utility model, and the scope of the present utility model should be defined by the claims, including the equivalents of the technical features in the claims. I.e., equivalent replacement modifications within the scope of this utility model are also within the scope of the utility model.
Claims (8)
1. Scaffold building device for overlarge distance between vertical rod and beam, and is characterized in that: including a plurality of pole settings (1), pole setting (1) one side that is closest to joist (6) is equipped with tripod (2), and pole setting (1) and tripod (2) top are equipped with adjustable support (3), and template (5) at top are supported in adjustable support (3), and tripod (2) are connected with pole setting (1) through bolt (4).
2. Scaffolding construction device for a pole to beam distance of excessive length according to claim 1, characterized in that: the vertical rod (1) comprises a hollow vertical tube (101), a plurality of horizontal trays (102) are arranged on the vertical tube (101), a plurality of array mounting holes (103) are formed in the horizontal trays (102), and internal threads (104) are formed in the top of the vertical tube (101).
3. Scaffolding construction device for a pole to beam distance of excessive length according to claim 1, characterized in that: tripod (2) include little pole setting (201), be equipped with horizontal pole (202) in little pole setting (201) horizontal direction, be equipped with bracing (203) on little pole setting (201), bracing (203) one end is equipped with arc fagging (204), and arc fagging (204) support on the outer wall of riser (101).
4. A scaffolding building device for use in connection with an excessive distance between a pole and a beam according to claim 3, characterised in that: the small vertical rod (201) has the same structure as the vertical rod (1), and only one horizontal tray is arranged on the small vertical rod (201).
5. A scaffolding building device for use in connection with an excessive distance between a pole and a beam according to claim 3, characterised in that: two connecting blocks (2021) are arranged at two ends of the cross rod (202), connecting holes (2022) are formed in the connecting blocks (2021), the horizontal tray (102) is clamped between the two connecting blocks (2021) at one end of the cross rod (202), the connecting blocks (2021) at the other end of the cross rod (202) are connected with the horizontal tray of the small vertical rod (201), and the bolts (4) penetrate through the connecting holes (2022) and the mounting holes (103).
6. Scaffolding building device for a pole to beam distance in excess according to claim 5, characterized in that: the cross section of the connecting hole (2022) is of an arc-shaped structure, and one end of the cross section of the bolt (4) is wider than the other end of the cross section.
7. Scaffolding construction device for a pole to beam distance of excessive length according to claim 1, characterized in that: a plurality of horizontal supporting rods (7) are arranged between two adjacent vertical rods (1), the structure of each horizontal supporting rod (7) is the same as that of a cross rod (202), and two ends of each horizontal supporting rod (7) are connected with the vertical rods (1) through bolts (4).
8. Scaffolding construction device for a pole to beam distance of excessive length according to claim 1, characterized in that: the adjustable support (3) comprises a screw rod (301), an adjusting nut (302) is arranged on the screw rod (301), a bracket (303) is arranged at the top of the screw rod (301), the bracket (303) is in contact with the template (5), and the screw rod (301) is connected with the internal thread (104).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323256596.5U CN221346301U (en) | 2023-11-30 | 2023-11-30 | Scaffold building device for overlarge distance between upright rod and beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323256596.5U CN221346301U (en) | 2023-11-30 | 2023-11-30 | Scaffold building device for overlarge distance between upright rod and beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221346301U true CN221346301U (en) | 2024-07-16 |
Family
ID=91850756
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323256596.5U Active CN221346301U (en) | 2023-11-30 | 2023-11-30 | Scaffold building device for overlarge distance between upright rod and beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221346301U (en) |
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2023
- 2023-11-30 CN CN202323256596.5U patent/CN221346301U/en active Active
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