CN211524014U - Novel elevator well design operation platform - Google Patents

Abstract

A novel elevator shaft shaping operation platform comprises main beams which are arranged in parallel, wherein the main beams are arranged in an inclined manner, parallel vertical supporting rods are arranged on each main beam respectively, the lower ends of the vertical supporting rods are connected with the corresponding main beams respectively, the upper ends of the vertical supporting rods are connected with horizontal supporting rods respectively, and operation platforms are connected to the horizontal supporting rods; the lower end of the main beam is provided with a long chuck and a short chuck, the lower end face of the long chuck is a plane, and the included angle between the long chuck and the short chuck is more than or equal to 90 degrees. The utility model discloses an operating platform utilizes lower one deck structure to do the strong point, provides operating platform for superstructure construction, utilizes the supreme one deck continuous construction of tower crane handling after the construction finishes to can use repeatedly, ensure that the safety of construction layer operation personnel reduces manpower and materials and improves work efficiency.

Description

Novel elevator well design operation platform

Technical Field

The utility model belongs to the technical field of the construction, mainly relate to a novel elevator well design operation platform.

Background

With the appearance of a large number of modern large-scale buildings in China, the traditional scaffold can not meet the requirements of building development, and therefore, the rapid popularization of the novel scaffold is not urgent.

When major structure construction, for the convenience of elevator well template is established, steel pipe scaffold operation platform is upwards set up from the bottom in the well to present job site, and this kind of traditional scaffold frame sets up work load big, extravagant a large amount of manpower and materials, has great potential safety hazard during the construction, falls to the ground the scaffold frame and sets up when exceeding the uniform height, still needs special reinforcement, still needs expert's argument. The foregoing problems are in need of solution.

SUMMERY OF THE UTILITY MODEL

The shaping operation platform (novel scaffold) is adopted in the construction of the elevator shaft, so that the construction is safe and reliable, the operation is simple, and the construction cost is obviously reduced.

In order to solve the technical problem, the utility model provides a novel elevator well design operation platform.

The technical scheme of the utility model is that:

a novel elevator shaft shaping operation platform comprises main beams which are arranged in parallel, wherein the main beams are arranged in an inclined manner, parallel vertical supporting rods are arranged on each main beam respectively, the lower ends of the vertical supporting rods are connected with the corresponding main beams respectively, the upper ends of the vertical supporting rods are connected with horizontal supporting rods respectively, and operation platforms are connected to the horizontal supporting rods; the lower end of the main beam is provided with a long chuck and a short chuck, the lower end face of the long chuck is a plane, and the included angle between the long chuck and the short chuck is more than or equal to 90 degrees.

Preferably, the upper end surface of the horizontal support rod is provided with a hanging ring.

Preferably, the vertical supporting rods are connected with the corresponding main beams through connecting plates.

Preferably, a scaffold board is laid on the two horizontal supporting rods.

Preferably, the horizontal support rod and the operating platform are connected through an operating platform base.

Preferably, the operating platform is a frame structure formed by combining vertical and transverse connecting supports, and a supporting plate is arranged on the transverse connecting support.

Preferably, the horizontal support rods are connected through the adjusting support piece, and the horizontal support rods and the adjusting support piece are connected through screws.

Preferably, the support plate is a square wood plywood panel.

The utility model has the advantages that:

the utility model discloses an operating platform utilizes lower one deck structure to do the strong point, provides operating platform for superstructure construction, utilizes the supreme one deck continuous construction of tower crane handling after the construction finishes to can use repeatedly, ensure that the safety of construction layer operation personnel reduces manpower and materials and improves work efficiency.

Drawings

Fig. 1 is a schematic structural diagram of the present invention;

FIG. 2 is a bottom view of FIG. 1;

in the figure: 1-main beam, 2-embedded compression ring, 3-vertical support rod, 4-horizontal support rod, 5-lifting ring, 6-scaffold plate, 7-operation table base, 8-operation table, 9-support plate, 10-connecting plate, 11-adjusting support, 12-reinforced concrete beam and elevator shaft wall; 101-long chuck, 102-short chuck.

Detailed Description

The utility model discloses a concrete implementation mode refers to fig. 1-2, a novel elevator well design operation platform, girder 1 including parallel arrangement, girder 1 is the slope setting, is equipped with parallel vertical support rod 3 on every girder 1 respectively, and vertical support rod 3's lower extreme is connected with corresponding girder 1 respectively, and vertical support rod 3's upper end is connected with horizontal support rod 4 respectively, is connected with operation panel 8 on horizontal support rod 4. The lower end of the main beam 1 is provided with a long clamping head 101 and a short clamping head 102, the lower end face of the long clamping head 101 is a plane, and the included angle between the long clamping head 101 and the short clamping head 102 is larger than or equal to 90 degrees.

The upper end surface of the horizontal support rod 4 is provided with a hanging ring 5.

The vertical support rods 3 are connected with the corresponding main beams 1 through connecting plates 10.

The two horizontal support rods 4 are paved with scaffold boards 6.

The horizontal support bar is connected with the operation table 8 through an operation table base 7, and the operation table base 7 can be a plurality of vertical supports.

The operation panel 8 is a frame structure formed by combining vertical and transverse connected supports, a support plate is arranged on the transverse connected support, the support plate is a square wood veneer panel, and the square wood veneer panel is light in material and convenient to lay.

The horizontal support rods 4 are connected through the adjusting support piece 11, and the horizontal support rods 4 and the adjusting support piece 11 are connected through screws.

Referring to the attached drawings of the specification, an embedded compression ring 2 is embedded in the upper end face of a reinforced concrete beam of an elevator shaft, a long chuck 101 is inserted into the embedded compression ring 2, and a short chuck 102 clamps the inner wall of the reinforced concrete beam. The upper end of the main beam 1 props against the inner wall of the other side of the elevator shaft, the vertical support rod 3 and the corresponding main beam 1 are welded together through the connecting plate 10, and the connection stability is guaranteed. The girder 1, the vertical support rod 3 and the horizontal support rod 4 of homonymy constitute triangle-shaped structure, and triangle-shaped structural stability saves space simultaneously better. The adjacent horizontal supporting rods 4 are connected through the adjusting supporting pieces 11 in a bolt connection mode, and the adjacent horizontal supporting rods 4 can also be connected through two crossed adjusting supporting pieces 11 in a bolt connection mode, so that the whole device can be adjusted as required, is convenient to lift and can be reused. Girder 1, vertical support pole 3 and horizontal support pole 4 all adopt 10# channel-section steel.

The utility model discloses an operating platform utilizes one deck structure to be the strong point down, provides operating platform for superstructure construction, utilizes the continuous construction of the supreme one deck of tower crane handling after the construction finishes to can use repeatedly, ensure that the safety of construction layer operation personnel reduces manpower and materials and improves work efficiency, still have following beneficial effect in addition:

1) the input of materials is as follows: the turnover materials such as a large number of scaffolds and the like occupied for erecting the elevator shaft operating platform in the traditional construction method are saved, the loss and damage of the materials are avoided, and the construction cost is effectively reduced.

2) The operation is simple and convenient: this operation platform belongs to once-through equipment, need not repeated equipment, practices thrift manpower and materials, can follow the increase of floor, relies on tower crane lifting means to reciprocate along the elevator well to repeatedly cyclic utilization reduces construction cycle. The excessive complicated processes in the process of building and dismantling the traditional scaffold are avoided.

3) The safety performance is high: the design operation platform does not receive the influence of floor height, possesses good safety and stability, for the prevention and cure accident leads to the impetus to take place the displacement, the fixed operation platform's of pre-buried clamping ring 2 impetus on the elevator roof beam improves operation platform's security.

4) The construction difficulty of the template is simple and convenient: the template can be directly placed on the operation platform when being installed on the elevator shaft, and can be integrally hoisted in place along with the operation platform after being dismantled, and meanwhile, the quality of the template can be checked and accepted by managers conveniently.

The above-mentioned embodiments are only for describing the preferred embodiments of the present invention, and various modifications and improvements made to the technical solution of the present invention by those skilled in the art should fall within the protection scope defined by the claims of the present invention without departing from the design spirit of the present invention.

Claims (8)

1. A novel elevator shaft shaping operation platform is characterized by comprising main beams which are arranged in parallel, wherein the main beams are arranged in an inclined manner, parallel vertical supporting rods are arranged on each main beam respectively, the lower ends of the vertical supporting rods are connected with the corresponding main beams respectively, the upper ends of the vertical supporting rods are connected with horizontal supporting rods respectively, and an operation platform is connected onto the horizontal supporting rods; the lower end of the main beam is provided with a long chuck and a short chuck, the lower end face of the long chuck is a plane, and the included angle between the long chuck and the short chuck is more than or equal to 90 degrees.

2. The novel elevator shaft shaping operation platform according to claim 1, wherein a lifting ring is arranged on the upper end face of the horizontal support rod.

3. The novel elevator hoistway sizing operation platform according to claim 2, wherein the vertical support rods are connected with the corresponding main beams through connecting plates.

4. The novel elevator shaft sizing operation platform as claimed in claim 3, wherein a scaffold board is laid on the two horizontal support rods.

5. The novel elevator shaft sizing operation platform according to claim 4, wherein the horizontal support rod is connected with the operation platform through an operation platform base.

6. A novel elevator shaft shaping operation platform according to claim 5, wherein the operation platform is a frame structure formed by combining vertical and transverse connecting supports, and supporting plates are arranged on the transverse connecting supports.

7. The novel elevator shaft sizing operation platform according to claim 6, wherein the horizontal support rods are connected through an adjusting support piece, and the horizontal support rods are connected with the adjusting support piece through screws.

8. The novel elevator hoistway sizing operation platform of claim 7, wherein the support plate is a square wood plywood panel.

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