CN220451375U

CN220451375U - Auxiliary operation platform for high-altitude suspended ceiling construction

Info

Publication number: CN220451375U
Application number: CN202321692912.0U
Authority: CN
Inventors: 郭文斌; 梁波; 周叙伦
Original assignee: MCC Tiangong Group Corp Ltd
Current assignee: MCC Tiangong Group Corp Ltd
Priority date: 2023-06-30
Filing date: 2023-06-30
Publication date: 2024-02-06
Anticipated expiration: 2033-06-30

Abstract

The utility model belongs to the technical field of building construction engineering, and particularly relates to an auxiliary operation platform for high-altitude suspended ceiling construction. The scaffold comprises a scaffold body and a supporting platform, wherein the supporting platform forms a rectangular frame through a connecting rod, and the platform forms a plurality of rectangular modules through interweaving and connecting steel wire ropes, so that the scaffold body can be placed. The utility model has the advantages and positive effects that: due to the adoption of the technical scheme, the step of setting up a full scaffold in the specific working environment can be omitted, and the high-altitude suspended ceiling construction operation is performed through the steel wire rope soft-picking platform woven by the structural roof inverted beam. Saving labor and materials, reducing cost, shortening construction period, improving efficiency and producing good social and economic benefits.

Description

Auxiliary operation platform for high-altitude suspended ceiling construction

Technical Field

The utility model belongs to the technical field of building construction engineering, and particularly relates to an auxiliary operation platform for high-altitude suspended ceiling construction.

Background

The traditional high-altitude suspended ceiling construction work platform is generally erected by using a full-hall steel pipe scaffold, a large amount of steel pipes are required to be installed and dismantled to be erected to a certain height, the cost is high, the potential safety hazard is more, the full-hall scaffold has higher requirements on the foundation of a frame body, the full-hall scaffold is usually erected on a hardened terrace, the occupied space is large, the period is long, and the construction is difficult to penetrate. In order to solve the key problems of high cost, long period, unfavorable space penetration operation and the like caused by the erection of the full-hall scaffold, an auxiliary operation platform for high-altitude suspended ceiling construction needs to be designed.

Disclosure of Invention

In order to solve the technical problems, the utility model provides the technical field of building construction engineering, and particularly relates to an auxiliary operation platform for high-altitude suspended ceiling construction.

The technical scheme adopted by the utility model is as follows: an auxiliary operation platform for high-altitude suspended ceiling construction, which is characterized by comprising:

the scaffold main body comprises a supporting plate and a connecting piece,

the supporting platform comprises a fixing device, a flat layer and a frame, wherein the flat layer and the frame are paved by the supporting plate, the flat layer is provided with steel wire ropes, and the steel wire ropes are arranged in the frame in an interweaved connection mode.

Further, the steel wire ropes are connected in an interweaved mode to form a plurality of rectangular modules.

Further, the frame comprises at least four connecting rods which are vertically connected end to form a rectangular frame.

Further, the fixing device comprises a rivet, the rivet is fixed on the rod body of the connecting rod, and the steel wire rope is connected with the rivet in a winding mode.

Further, at least two rivets are provided on each of the connecting rods.

Further, the side length of the rectangular module is not more than 3cm.

Further, the scaffold body further comprises a thick wood glue plate, wherein the thick wood glue plate is arranged on the opposite side of the flat layer, which is paved with one side of the supporting plate, and the flat layer is paved in accordance with the supporting plate.

Further, the scaffold main body further comprises a thick batten, and the thick batten is connected with the support plate through the connecting piece to form the scaffold main body.

The utility model has the advantages and positive effects that: due to the adoption of the technical scheme, the step of setting up a full scaffold in the specific working environment can be omitted, and the high-altitude suspended ceiling construction operation is performed through the steel wire rope soft-picking platform woven by the structural roof inverted beam. Saving labor and materials, reducing cost, shortening construction period, improving efficiency and producing good social and economic benefits.

Drawings

FIG. 1 is a plan view of a steel wire rope soft picking platform according to an embodiment of the utility model;

FIG. 2 is a diagram of a steel wire rope versus structural counter beam node of an embodiment of the present utility model;

FIG. 3 is a cross-sectional view of a steel wire rope cantilever platform according to an embodiment of the present utility model;

in the figure:

1. wire rope buckle 2, safety bend 3 and wire rope

4. Thick batten 5, steel wire rope 6 and thick wood glue plate

7. Bolt T

Detailed Description

The objects, technical solutions and advantages of the present utility model will become more apparent by the following detailed description of the present utility model with reference to the accompanying drawings. It should be understood that the description is only illustrative and is not intended to limit the scope of the utility model. In the following description, descriptions of techniques of a well-known structure are omitted so as not to unnecessarily obscure the concept of the present utility model.

Embodiments of the present utility model are described below with reference to the accompanying drawings.

In the description of the embodiments of the present utility model, it should be understood that the orientation or positional relationship indicated by the terms "top", "bottom", etc. are based on the orientation or positional relationship shown in the drawings, are merely for convenience of description and to simplify the description, and are not indicative or implying that the apparatus or element in question must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present utility model. In the description of the present utility model, it should be noted that, unless explicitly stated and limited otherwise, the terms "disposed," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art in a specific case.

The embodiment discloses a high altitude furred ceiling construction auxiliary operation platform sets up to the soft platform of choosing of steel wire, refers to utilizing the structural roof to go up the counter beam, and the wire rope that fixes at its both ends forms a netted soft platform through multidirectional the weaving, later lays the panel on this platform, as operation platform, perhaps establishes the scaffold frame on the panel again and as aerial furred ceiling construction operation platform. The lower space is not occupied, the lower construction is not affected, the construction can be inserted up and down, and the construction period is saved. According to the embodiment, the step of building the full scaffold in the specific operation environment is omitted, and the high-altitude suspended ceiling construction operation is performed through the structure roof inverted beam woven steel wire rope soft-picking platform. Saving labor and materials, reducing cost, shortening construction period, improving efficiency and producing good social and economic benefits.

As shown in fig. 1-3, sleeves are pre-embedded on the structural counter beam, then steel ropes are threaded (note here that the pre-embedded sleeves are 500mm from the roof boarding to reduce the hogging moment at both ends and to appropriately increase the hogging moment tendons), and then the steel ropes are stretched by using a 2t chain block. The tensioning sequence is that a long shaft is firstly followed by a short shaft, the tensioning is symmetrically carried out from the middle to two sides, one end of the steel wire rope is a fixed end, the other end is a tensioning end, and the tensioning value is 1.47KN. After tensioning, 3 buckles are used for fixing, enough length (more than or equal to 10 m) of the steel wire rope is reserved at the tail end, and then 1 buckle is used for fixing the tail end. The penetrating direction of the steel wire rope is the long axis direction firstly, then the short axis direction, the short axis direction steel wire rope and the long axis are penetrated up and down, and the intersection of the two main (short) times (long) direction steel wire ropes is locked by a U-shaped clamp. After weaving the net-shaped platform shown in fig. 1, a wood template is paved on the platform as shown in fig. 3 so as to be convenient for people to go up for operation. Consists of 3 layers, wherein the upper layer and the lower layer are common multi-layer boards, and the middle is square wood. After all the paving is completed, the construction operation of the high-altitude suspended ceiling can be carried out on the platform. When the steel wire rope is dismounted, the steel wire rope is dismounted from the middle to the periphery, namely, the short shaft is dismounted first, the long shaft is dismounted later, and the steel wire rope is dismounted symmetrically from the middle to the two sides.

The foregoing describes the embodiments of the present utility model in detail, but the description is only a preferred embodiment of the present utility model and should not be construed as limiting the scope of the utility model. All equivalent changes and modifications within the scope of the present utility model are intended to be covered by the present utility model.

Claims

1. An auxiliary operation platform for high-altitude suspended ceiling construction, which is characterized by comprising:

the scaffold main body comprises a supporting plate and a connecting piece,

2. The overhead ceiling construction auxiliary operation platform according to claim 1, wherein the steel wire ropes are connected in an interlaced manner to form a plurality of rectangular modules.

3. The overhead ceiling construction auxiliary operation platform according to claim 2, wherein the frame comprises at least four connecting rods, and the connecting rods are vertically connected end to form a rectangular frame.

4. The auxiliary operation platform for high-altitude suspended ceiling construction according to claim 3, wherein the fixing device comprises a rivet fixed on the rod body of the connecting rod, and the wire rope is wound and connected with the rivet.

5. The overhead ceiling construction auxiliary operation platform according to claim 4, wherein not less than two rivets are provided on each of the connection bars.

6. The overhead ceiling construction auxiliary operation platform according to claim 5, wherein the rectangular module has a side length of not more than 3cm.

7. The overhead ceiling construction auxiliary operation platform according to claim 1, wherein the scaffold body further comprises a thick wood glue plate which is disposed on the opposite side of the flat layer to the side on which the support plate is laid, and the flat layer is laid in conformity with the support plate.

8. The overhead ceiling construction auxiliary operation platform according to claim 1, wherein the scaffold main body further comprises a thick batten connected with the support plate through the connecting piece to form the scaffold main body.