CN216130536U

CN216130536U - Sizing core filling device for disc-buckle type external scaffold

Info

Publication number: CN216130536U
Application number: CN202121315657.9U
Authority: CN
Inventors: 卢杨益; 李松晏; 易超; 周尚宪; 郭永伟
Original assignee: China Construction Fourth Engineering Division Corp Ltd; China Construction Fourth Bureau First Construction Engineering Co Ltd
Current assignee: China Construction Fourth Engineering Division Corp Ltd; China Construction Fourth Bureau First Construction Engineering Co Ltd
Priority date: 2021-06-11
Filing date: 2021-06-11
Publication date: 2022-03-25
Anticipated expiration: 2031-06-11

Abstract

The utility model discloses a sizing and core filling device for a disc-buckle type external scaffold, which comprises a pair of telescopic small cross bars (1) and a pair of telescopic diagonal braces (2); the pair of small telescopic cross bars (1) are connected through a large cross bar (3); a core filling plate (4) is arranged between the pair of small telescopic cross rods (1), and two ends of the core filling plate (4) are connected with the small telescopic cross rods (1) through hooks (5). The utility model adopts the shaped core filling device to be connected with the outer scaffold, fills the cavity between the outer scaffold and the structural outer wall, ensures the safety of site construction, and simultaneously reduces the material waste.

Description

Sizing core filling device for disc-buckle type external scaffold

Technical Field

The utility model relates to a sizing core filling device for a disc-buckle type external scaffold, and belongs to the technical field of standardized recyclable temporary protection.

Background

With the high-speed development of the building industry, the green sustainable development becomes the main melody of the building industry. The novel use of formula scaffold is detained to dish brings the facility for the construction. The dish knot formula scaffold frame is novel scaffold PL frame system, can be used to outer scaffold frame and formwork. The modulus of the large cross rod of the coil buckle scaffold is 500/1000/1500, and when the coil buckle scaffold is used for arranging external scaffolds, the large cross rod is influenced by the conditions of irregularity of various buildings, protruding lines of external facades, air-conditioning boards, bay windows and the like, and the condition that the distance of the large cross rod on the inner side of the external scaffold exceeds the structural edge 300 can be more. In the construction process, the safe distance between the outer frame and the structure edge is less than 300, and the filling core rod is arranged at the part beyond the safe distance. At present, most core filling rods still adopt steel pipes for core filling rod construction, and the steel pipes are cut according to the width away from the wall, so that a large amount of steel pipe materials are wasted. Thus, the prior art still has deficiencies and needs to be further improved.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a sizing and core-filling device for a disk-fastener type external scaffold, which aims to solve the defects in the prior art.

In order to achieve the purpose, the utility model adopts the following technical scheme:

the utility model relates to a sizing and core filling device for a disc-buckle type external scaffold, which comprises a pair of telescopic small cross rods and a pair of telescopic diagonal braces; the pair of small telescopic cross bars are connected through the large cross bar; a core filling plate is arranged between the pair of small telescopic cross rods, and two ends of the core filling plate are respectively connected with the small telescopic cross rods through hooks.

In the sizing and core-filling device for the disc-buckle type external scaffold, the telescopic small cross rod comprises a small cross rod, a small cross rod sleeve is sleeved at one end of the small cross rod, and the small cross rod is connected with the small cross rod sleeve in a sliding manner; the small cross rod and the small cross rod sleeve are provided with a group of adjusting holes, and the adjusting holes on the small cross rod and the small cross rod sleeve are positioned through pins; the bottom of the other end of the small cross rod sleeve is welded with a pin column.

In the sizing and core-filling device for the disc-buckle type external scaffold, the telescopic diagonal brace comprises a diagonal brace, one end of the diagonal brace is sleeved with a diagonal brace sleeve, and the diagonal brace is connected with the diagonal brace sleeve in a sliding manner; a group of adjusting holes are formed in the diagonal brace and the diagonal brace sleeve respectively, and the diagonal brace and the adjusting holes in the diagonal brace sleeve are positioned through pins; the other end of the diagonal brace is welded with the other end of the small cross bar into a whole at an angle of 45 degrees; the other end of the diagonal bracing sleeve is provided with a pipe buckle.

In the outer scaffold design of aforementioned dish knot formula fills out the core device, the pipe buckle is including articulated two semicircle staple bolts together, and two semicircle staple bolts are buckled through the dish on bolt and the stand of outer scaffold and are pegged graft.

In the sizing and core-filling device for the disc-buckle type external scaffold, connecting columns are respectively arranged at two ends of the large cross rod, and pin holes are formed in the connecting columns; the pin hole on the connecting column is connected with the end part of the small cross rod through a pin.

In aforementioned outer scaffold frame design core filling device of formula is detained to dish, fill out the core board and include the frame, be equipped with the wire net in the middle of the frame, the frame both ends are equipped with the couple respectively.

Due to the adoption of the technical scheme, compared with the prior art, according to the characteristic that the safe distance between the scaffold and a building cannot be completely ensured when the scaffold is arranged by the disc-buckled scaffold, the shaped core filling device is adopted, the site construction safety is ensured, the material waste can be reduced, the shaped core filling device is convenient to install and is not easy to damage, and the cost is lower.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic view of the construction of the crossbar of the present invention;

fig. 3 is a schematic view of the apparatus of the present invention in connection with an external scaffolding.

The figures are labeled as follows: 1-telescopic small cross bar, 2-telescopic diagonal brace, 3-large cross bar, 4-core filling plate, 5-hook, 6-small cross bar, 7-small cross bar sleeve, 8-adjusting hole, 9-pin, 10-pin column, 11-diagonal brace, 12-diagonal brace sleeve, 13-pipe buckle, 14-semicircular hoop, 15-bolt, 16-external scaffold, 17-upright column, 18-connecting column, 19-pin hole, 20-frame, 21-steel wire mesh and 22-coil buckle.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings and examples.

The utility model discloses a sizing and core-filling device for a disc-buckle type external scaffold, which comprises a pair of telescopic small crossbars 1 and a pair of telescopic diagonal braces 2 as shown in figures 1 to 3; the pair of small telescopic cross bars 1 are connected through a large cross bar 3; a core filling plate 4 is arranged at the top between the pair of small telescopic cross rods 1, and two ends of the core filling plate 4 are connected with the small telescopic cross rods 1 through hooks 5. The telescopic small cross rod 1 comprises a small cross rod 6, one end of the small cross rod 6 is sleeved with a small cross rod sleeve 7, and the small cross rod 6 is connected with the small cross rod sleeve 7 in a sliding manner; a group of adjusting holes 8 are formed in the small cross rod 6 and the small cross rod sleeve 7, and the small cross rod 6 and the adjusting holes 8 in the small cross rod sleeve 7 are positioned through pins 9; the bottom of the other end of the small cross bar sleeve 7 is welded with a pin 10. The telescopic inclined strut 2 comprises an inclined strut 11, one end of the inclined strut 11 is sleeved with an inclined strut sleeve 12, and the inclined strut 11 is connected with the inclined strut sleeve 12 in a sliding manner; a group of adjusting holes 8 are formed in the diagonal brace 11 and the diagonal brace sleeve 12, and the diagonal brace 11 and the adjusting holes 8 in the diagonal brace sleeve 12 are positioned through pins 9; the other end of the diagonal brace 11 and the other end of the small cross bar 6 are welded into a whole at an angle of 45 degrees; the other end of the diagonal bracing sleeve 12 is provided with a pipe buckle 13. The pipe fastener 13 comprises two semicircular hoops 14 hinged together, and the two semicircular hoops 14 are inserted into the disc fasteners 22 on the upright posts 17 of the outer scaffold 16 through bolts 15. Connecting columns 18 are respectively arranged at two ends of the large cross rod 3, and pin holes 19 are arranged on the connecting columns 18; the pin hole 19 on the connecting column 18 is connected with the end part of the small cross bar 6 through the pin 9. The core filling plate 4 comprises a frame 20, a steel wire mesh 21 is arranged in the middle of the frame 20, and hooks 5 are arranged at two ends of the frame 21.

The method is verified and applied to a first-stage project faucet small cloth arrangement area of infrastructure of a temporary-vacancy economic industrial park around a third-stage extension project of a Baiyun airport. Engineering house tower outrigger adopts the dish to detain formula scaffold, and when carrying out the outrigger and arranging, the inboard big horizontal pole of outrigger is arranged according to being apart from building sideline 300mm, receives outer wall bay window and scaffold modulus to influence, and the inboard horizontal pole of part outrigger is 600mm apart from structure sideline furthest, influences construction safety. After the outer scaffold is erected, a 300mm telescopic small cross bar, a telescopic diagonal rod, a large cross bar and a core filling plate are adopted to perform core filling treatment on a cavity part between the outer scaffold and the outer wall of the structure. The verification application proves that the utility model can effectively ensure the safety of field construction.

The utility model adopts the shaped core filling device to be connected with the outer scaffold, fills the cavity between the outer scaffold and the structural outer wall, ensures the safety of site construction, and simultaneously reduces the material waste.

Claims

1. A sizing and core-filling device for a disc-buckle type external scaffold comprises a pair of telescopic small cross rods (1) and a pair of telescopic inclined supporting rods (2); the method is characterized in that: the pair of small telescopic cross bars (1) are connected through a large cross bar (3); a core filling plate (4) is arranged between the pair of small telescopic cross rods (1), and two ends of the core filling plate (4) are respectively connected with the small telescopic cross rods (1) through hooks (5).

2. The sizing and core-filling device for the disc-buckle type external scaffold according to claim 1, which is characterized in that: the telescopic small cross rod (1) comprises a small cross rod (6), a small cross rod sleeve (7) is sleeved at one end of the small cross rod (6), and the small cross rod (6) is connected with the small cross rod sleeve (7) in a sliding manner; a group of adjusting holes (8) are formed in the small cross rod (6) and the small cross rod sleeve (7), and the small cross rod (6) and the adjusting holes (8) in the small cross rod sleeve (7) are positioned through pins (9); the bottom of the other end of the small cross rod sleeve (7) is welded with a pin (10).

3. The sizing and core-filling device for the disc-buckle type external scaffold according to claim 1, which is characterized in that: the telescopic inclined strut (2) comprises an inclined strut (11), one end of the inclined strut (11) is sleeved with an inclined strut sleeve (12), and the inclined strut (11) is connected with the inclined strut sleeve (12) in a sliding manner; a group of adjusting holes (8) are formed in the diagonal brace (11) and the diagonal brace sleeve (12), and the diagonal brace (11) and the adjusting holes (8) in the diagonal brace sleeve (12) are positioned through pins (9); the other end of the diagonal brace (11) and the other end of the small cross bar (6) are welded into a whole in an angle of 45 degrees; the other end of the diagonal bracing sleeve (12) is provided with a pipe buckle (13).

4. The sizing and core-filling device for the disc-buckle type external scaffold according to claim 3, wherein: the pipe fastener (13) comprises two semicircular hoops (14) which are hinged together, and the two semicircular hoops (14) are inserted into the disc fastener (22) on the upright post (17) of the outer scaffold (16) through bolts (15).

5. The sizing and core-filling device for the disc-buckle type external scaffold according to claim 1, which is characterized in that: connecting columns (18) are respectively arranged at two ends of the large cross rod (3), and pin holes (19) are formed in the connecting columns (18); the pin hole (19) on the connecting column (18) is connected with the end part of the small cross rod (6) through a pin (9).

6. The sizing and core-filling device for the disc-buckle type external scaffold according to claim 1, which is characterized in that: the core filling plate (4) comprises a frame (20), a steel wire mesh (21) is arranged in the middle of the frame (20), and hooks (5) are arranged at two ends of the frame (21) respectively.