CN219471479U - High-stability building engineering scaffold - Google Patents

Abstract

The utility model relates to the field of scaffolds, in particular to a high-stability building engineering scaffold, which comprises a base, a supporting mechanism and a load mechanism, wherein four corners of the upper end of the base are fixedly provided with struts, and platforms are fixedly arranged between the upper ends of the struts.

Description

High-stability building engineering scaffold

Technical Field

The utility model relates to the field of scaffolds, in particular to a high-stability building engineering scaffold.

Background

With the rapid development of the economy in China, the urban development is accelerated, the building engineering has an irreplaceable position in the aspect of urban development, and a plurality of devices such as scaffolds, mixers and the like are used in the implementation process of the building engineering, wherein the scaffolds refer to various supports which are erected on the construction site for workers to operate and solve the vertical and horizontal transportation.

Patent number CN214834544U has disclosed a high stability scaffold that building engineering used, this scaffold carries out the level measurement through the spirit level that is equipped with and gyroscope to the scaffold in the work area, the atress condition of first electric telescopic handle is measured through pressure sensor again, then three items of data automatic transmission of spirit level, gyroscope and pressure sensor are integrated in the data processing device, rethread data processing device independently starts first electric telescopic handle and stretches out and draws back, until spirit level and gyroscope keep the level, the roof height is uneven, the unstable and injury of falling of staff's focus has been avoided, can adjust balance, the availability factor of scaffold has been improved, control box through being equipped with on the roof drives the second electric telescopic handle and goes up and down, and drive the roof and reciprocate, labour saving and time saving when the construction for the staff can height-adjusting, staff's intensity of labour has been reduced.

The scaffold has some disadvantages: the top platform of the scaffold only has the function of adjusting the height dimension up and down, and in actual building construction, aerial operation is often required to be carried out in an area beyond the scope of the scaffold, at this time, the scaffold cannot provide access to the platform beyond the scope for constructors to tread, and inconvenience is brought to the construction process.

Disclosure of Invention

The utility model aims to provide a high-stability building engineering scaffold, which is used for solving the problems that a top platform of the scaffold only has the function of adjusting the height dimension up and down, in actual building construction, aerial operation is often required to be carried out in an area beyond the range of the scaffold, and the scaffold cannot provide stepping on the platform beyond the range for constructors, so that inconvenience is brought to the construction process.

Therefore, the utility model provides a high-stability building engineering scaffold, which comprises a base, a supporting mechanism and a load mechanism, wherein the four corners of the upper end of the base are fixedly provided with struts, a platform is fixedly arranged between the upper ends of the struts, the lower side of the platform is provided with a telescopic rod, the supporting mechanism for increasing the trample range of the scaffold is externally arranged on the right side of the platform, side rods are fixedly arranged between the struts on the left side and the right side, and the load mechanism for balancing the weight of the supporting component is arranged on the left side of the side rods.

Preferably: the supporting mechanism comprises a telescopic groove, the telescopic groove is formed in the right end of the platform, a screw is rotatably mounted in the telescopic groove, a motor is fixedly connected to the left end of the screw, a telescopic plate is sleeved on the side wall of the screw, a side groove is formed in the side wall of the telescopic groove, a sliding rod is fixedly mounted in the side groove, a sleeve plate is fixedly mounted on the side wall of the telescopic plate and sleeved on the outer wall of the sliding rod, and a backup plate is fixedly mounted on the right end of the telescopic plate.

Preferably: the load mechanism comprises an inner groove, an inner plate is embedded in the inner groove, a first screw groove is formed in the upper side of the inner plate, a second screw groove is formed in the upper side of the inner groove, bolts are installed in the first screw groove and the second screw groove in a meshed mode, and a negative weight block is fixedly installed on the lower side of the left end of the inner plate.

Preferably: screw holes meshed with threads on the outer wall of the screw rod are formed in the telescopic plate.

Preferably: the cross section of the sleeve plate is matched with that of the side groove.

Preferably: the cross-sectional dimension of the inner groove is matched with the cross-sectional dimension of the inner plate.

Preferably: at least twenty groups of first spiral grooves are uniformly formed.

When the scaffold is used, the motor is controlled to operate through the self-contained control assembly in the scaffold, the screw is driven to rotate to drive the expansion plate to move outwards in the expansion groove through engagement, the expansion plate is enabled to move outwards stably under the limit of the sleeve plate embedded in the sliding rod, meanwhile, the backup plate is driven to move rightwards, a constructor can rely on the expansion plate, the bolt is twisted upwards to enable the expansion plate to be engaged and taken out in the first spiral groove and the second spiral groove, the inner plate is pulled leftwards to enable the expansion plate to extend out of the inner groove, the length of the inner plate is adjusted according to the extending length of the expansion plate, so that the weight block at the lower side reaches the balance of corresponding weight, the scaffold always keeps a stable and balanced state, and meanwhile, the usable range of the scaffold is increased, and the practicability is improved.

Drawings

FIG. 1 is a perspective view of the present utility model;

FIG. 2 is a top cross-sectional view of the bracing mechanism of the present utility model;

FIG. 3 is a front cross-sectional view of the load mechanism of the present utility model.

In the figure:

1. a base; 2. a support post; 3. a telescopic rod; 4. a platform; 501. a telescopic slot; 502. a screw; 503. a motor; 504. a telescoping plate; 505. a side groove; 506. a slide bar; 507. a sleeve plate; 508. a backup plate; 6. a side bar; 701. an inner tank; 702. an inner plate; 703. a first screw groove; 704. a second screw groove; 705. a bolt; 706. and a negative weight block.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Example 1

Referring to fig. 1-3, a high-stability scaffold for construction engineering according to a preferred embodiment of the present utility model includes a base 1, a bracing mechanism and a load bearing mechanism, wherein four corners of the upper end of the base 1 are fixedly provided with struts 2, a platform 4 is fixedly installed between the upper ends of the struts 2, a telescopic rod 3 is provided on the lower side of the platform 4, the bracing mechanism for increasing the treadable range of the scaffold is externally installed on the right side of the platform 4, a side rod 6 is fixedly installed between the struts 2 on the left and right sides, and the load bearing mechanism for balancing the weight of the bracing assembly is installed on the left side of the side rod 6.

It should be noted that: according to the scheme, the scaffold is convenient to pedal through the supporting mechanism and the load mechanism, so that the use effect of the scaffold is improved.

The supporting mechanism comprises a telescopic groove 501, the telescopic groove 501 is formed in the right end of the platform 4, a screw rod 502 is rotatably arranged in the telescopic groove 501, the left end of the screw rod 502 is fixedly connected with a motor 503, a telescopic plate 504 is sleeved on the side wall of the screw rod 502, a side groove 505 is formed in the side wall of the telescopic groove 501, a sliding rod 506 is fixedly arranged in the side groove 505, a sleeve plate 507 is fixedly arranged on the side wall of the telescopic plate 504 and sleeved on the outer wall of the sliding rod 506, and a backup plate 508 is fixedly arranged at the right end of the telescopic plate 504.

It should be noted that: this scheme is when the in-process that uses the scaffold frame need be in the position construction that surpasss the scaffold frame scope, through the inside control module control motor 503 operation of taking certainly of scaffold frame, drives screw 502 rotation and drives expansion plate 504 outside the removal in expansion tank 501 through the meshing, under the spacing of sleeve plate 507 cover at slide bar 506, makes expansion plate 504 stable outside removal, drives backup plate 508 simultaneously and removes to the right and make the constructor can rely on.

Wherein, screw holes which are meshed with the outer wall threads of the screw rod 502 are formed in the telescopic plate 504.

It should be noted that: this scheme is convenient for the length of the strut subassembly of efficient regulation scaffold frame through above setting.

Wherein, the cross section dimension of the sleeve plate 507 is matched with the cross section dimension of the side groove 505.

It should be noted that: this scheme makes the strut subassembly adjust more stably through above setting.

Example 2

Referring to fig. 1 and 3, in this embodiment, the load mechanism includes an inner groove 701, an inner plate 702 is embedded in the inner groove 701, a first screw groove 703 is formed on the upper side of the inner plate 702, a second screw groove 704 is formed on the upper side of the inner groove 701, bolts 705 are engaged and installed in the first screw groove 703 and the second screw groove 704, and a load block 706 is fixedly installed on the lower side of the left end of the inner plate 702.

It should be noted that: according to the scheme, the bolt 705 is twisted to be meshed in the first screw groove 703 and the second screw groove 704 to be taken out, the inner plate 702 is pulled leftwards to extend out of the inner groove 701, and the length of the inner plate 702 is adjusted according to the extending length of the expansion plate 504, so that the weight block 706 at the lower side reaches the balance of corresponding weight, the scaffold is always kept in a stable and balanced state, and meanwhile, the usable range of the scaffold is increased, and the practicability is improved.

Wherein, the cross-section size of the inner groove 701 is matched with the cross-section size of the inner plate 702.

It should be noted that: this scheme is convenient for more stable heavy burden through above setting.

Wherein, the first grooves 703 are uniformly opened with at least twenty groups.

It should be noted that: the position of the load component is convenient for be adjusted to multiple size through above setting in this scheme.

The working flow and principle of the utility model are as follows: when the scaffold is used, the motor 503 is controlled to operate through the self-contained control component in the scaffold, the screw 502 is driven to rotate to drive the expansion plate 504 to move outwards in the expansion groove 501 through engagement, the expansion plate 504 is enabled to move outwards stably under the limit of the sliding rod 506 in a sleeved mode, meanwhile, the backup plate 508 is driven to move rightwards, a constructor can rely on the expansion plate, meanwhile, the bolt 705 is twisted upwards to enable the expansion plate to be meshed and taken out in the first screw groove 703 and the second screw groove 704, the inner plate 702 is pulled leftwards to extend out of the inner groove 701, the length of the inner plate 702 is adjusted according to the extending length of the expansion plate 504, so that the weight block 706 at the lower side reaches the balance of corresponding weight, and the scaffold is enabled to always keep a stable and balanced state.

The foregoing is a further elaboration of the present utility model in connection with the detailed description, and it is not intended that the utility model be limited to the specific embodiments shown, but rather that a number of simple deductions or substitutions be made by one of ordinary skill in the art without departing from the spirit of the utility model, should be considered as falling within the scope of the utility model as defined in the appended claims.

Claims (7)

1. The utility model provides a high building engineering scaffold frame of stability which characterized in that: including base (1), support mechanism and heavy burden mechanism, base (1) upper end four corners fixed mounting has pillar (2), fixed mounting has platform (4) between pillar (2) upper end, platform (4) downside is provided with telescopic link (3), but support mechanism that is used for increasing the scaffold frame trample scope is installed to platform (4) right side externally mounted the left and right sides fixed mounting has boundary lever (6) between pillar (2), be used for supporting the heavy burden mechanism of subassembly weight balance to support in boundary lever (6) left side.

2. The high stability construction scaffolding of claim 1, wherein: the supporting mechanism comprises a telescopic groove (501), the telescopic groove (501) is formed in the right end of the platform (4), a screw rod (502) is installed in the telescopic groove (501) in a rotating mode, a motor (503) is fixedly connected to the left end of the screw rod (502), a telescopic plate (504) is sleeved on the side wall of the screw rod (502), a side groove (505) is formed in the side wall of the telescopic groove (501), a sliding rod (506) is fixedly installed in the side groove (505), a sleeve plate (507) is fixedly installed on the side wall of the telescopic plate (504) in a sleeved mode, and a backup plate (508) is fixedly installed on the right end of the telescopic plate (504).

3. The high stability construction scaffolding of claim 1, wherein: the weight bearing mechanism comprises an inner groove (701), an inner plate (702) is embedded in the inner groove (701), a first screw groove (703) is formed in the upper side of the inner plate (702), a second screw groove (704) is formed in the upper side of the inner groove (701), bolts (705) are mounted in the first screw groove (703) and the second screw groove (704) in a meshed mode, and a negative weight block (706) is fixedly mounted on the lower side of the left end of the inner plate (702).

4. A high stability construction scaffolding according to claim 2, wherein: screw holes which are meshed with the threads on the outer wall of the screw rod (502) are formed in the telescopic plate (504).

5. A high stability construction scaffolding according to claim 2, wherein: the cross section of the sleeve plate (507) is matched with the cross section of the side groove (505).

6. A high stability construction scaffolding according to claim 3, wherein: the cross-sectional dimension of the inner groove (701) is matched with the cross-sectional dimension of the inner plate (702).

7. A high stability construction scaffolding according to claim 3, wherein: at least twenty groups of first spiral grooves (703) are uniformly formed.