Auxiliary temporary storage platform for threading mortar anchor rod

Abstract

The utility model discloses an auxiliary temporary storage platform for mortar anchor rod threading, and relates to the technical field of mortar anchor rod storage equipment. The platform aims at solving the problems that in the traditional mortar anchor rod machining process, efficiency is low, and manual carrying is frequent. The whole platform is of a rectangular frame structure and is formed by welding a plurality of stand column steel bars, transverse supporting steel bars and longitudinal supporting steel bars, and the transverse supporting steel bars are sleeved with rotatable steel pipes used for sliding semi-finished mortar anchor rods. The platform has double functions, not only can be used for threading of the mortar anchor rod, but also can be used as a temporary stockpiling device, repeated manual carrying is avoided, the construction procedure is simplified, and the machining efficiency is improved. The utility model effectively solves the problems of processing and stockpiling of the same batch of mortar anchor rods, optimizes the construction organization, improves the economic benefit, and is suitable for construction scenes such as oil depot engineering and the like.

Description

Technical Field

[0001] This utility model relates to the technical field of mortar anchor bolt storage equipment, and in particular to an auxiliary temporary storage platform for threading mortar anchor bolts. Background Technology

[0002] In oil depot construction, the fabrication of mortar anchor bolts is a crucial step. Traditional mortar anchor bolt fabrication methods suffer from numerous problems, severely impacting construction efficiency and cost control. Specific problems are as follows:

[0003] Repeated manual handling: During the threading process of mortar anchor bolts, semi-finished mortar anchor bolts need to be frequently moved from the processing area to the temporary storage area, increasing the labor intensity of workers. Low processing efficiency: Due to the lack of specialized storage equipment, the processing time for the same batch of mortar anchor bolts is relatively long, resulting in slow overall construction progress. Waste of human resources: Traditional methods require a large amount of manpower, especially in the handling and storage stages, which not only increases labor costs but may also lead to unreasonable allocation of human resources. Utility Model Content

[0004] To address the aforementioned problems, this utility model provides an auxiliary temporary storage platform for threading mortar anchor bolts. This auxiliary temporary storage platform provides a device for temporarily storing semi-finished mortar anchor bolts during the processing of mortar anchor bolts.

[0005] The technical solution adopted in this utility model is as follows:

[0006] An auxiliary temporary storage platform for threading mortar anchor bolts is provided. The platform has a rectangular frame structure and includes several column steel bars, several transverse support steel bars, and several longitudinal support steel bars. The column steel bars, transverse support steel bars, and longitudinal support steel bars are welded together to form the rectangular frame structure. Rotatable steel pipes are fitted on the transverse support steel bars.

[0007] Furthermore, the rectangular frame structure includes an upper rectangular frame and a lower rectangular frame. The upper and lower rectangular frames have the same structure and are constructed by welding two transverse support steel bars and two longitudinal support steel bars. A transverse support steel bar is welded in the middle of the upper and lower rectangular frames, and six column steel bars are welded at the four corners and the middle of the upper and lower rectangular frames.

[0008] Furthermore, the upper end of the column reinforcement is higher than the height of the upper rectangular frame.

[0009] Furthermore, reinforcing connectors are installed at the welded ends of the column reinforcement, transverse support reinforcement, and longitudinal support reinforcement.

[0010] The beneficial effects of this utility model are:

[0011] The auxiliary temporary storage platform is easy to manufacture and uses readily available materials. Its main components, such as the upright steel bars, transverse support steel bars, and longitudinal support steel bars, are all made from commonly used engineering materials and are connected and fixed by welding. This design not only makes the materials readily available but also simplifies the manufacturing process, eliminating the need for complex processing equipment and significantly reducing the difficulty and cost of platform construction.

[0012] Multifunctional and enhancing practicality: This auxiliary storage platform serves a dual purpose, combining mortar anchor bolt threading with temporary storage. During mortar anchor bolt threading, the platform functions as an operating table, using steel pipes mounted on the transverse support reinforcement to move the anchor bolts forward to the threading equipment. After threading, the semi-finished anchor bolts can be quickly transferred to the side of the transverse support reinforcement for temporary storage by rolling them laterally relative to the steel pipes. This integrated design avoids the separation of processing and storage found in traditional methods, thus improving construction efficiency.

[0013] Reduced manual handling and lower labor intensity: In the traditional mortar anchor bolt processing, semi-finished mortar anchor bolts need to be frequently moved from the processing area to the storage area, increasing the labor intensity of workers. This auxiliary temporary storage platform, through the rotation function of the top steel pipe, enables the rapid transfer of semi-finished mortar anchor bolts, effectively reducing the number of manual handling operations and significantly lowering labor intensity.

[0014] Improving processing efficiency and accelerating construction progress: This auxiliary temporary storage platform allows for the immediate extraction and use of mortar anchor bolts, and rapid stacking via steel pipe sliding, avoiding the time wasted due to repeated handling in traditional methods. This not only shortens the processing time for the same batch of mortar anchor bolts but also accelerates the overall construction progress. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the overall structure of the auxiliary temporary storage platform of this utility model;

[0016] Figure 2 This is a partial structural diagram of the auxiliary temporary storage platform of this utility model;

[0017] Figure 3 , Figure 4 This is a schematic diagram showing the installation position of the reinforcing connector of this utility model;

[0018] In the diagram: 1. Column reinforcement; 2. Horizontal support reinforcement; 3. Longitudinal support reinforcement; 4. Steel pipe; 5. Upper rectangular frame; 6. Lower rectangular frame; 7. Reinforcing connectors. Detailed Implementation

[0019] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of the present utility model without creative effort are within the scope of protection of the present utility model.

[0020] To address the problems of low efficiency and frequent manual handling in traditional mortar anchor bolt processing, this embodiment provides an auxiliary temporary storage platform for threading mortar anchor bolts. For example... Figure 1 As shown, the auxiliary temporary storage platform for mortar anchor bolt threading has an overall rectangular frame structure, which includes several column steel bars 1, several transverse support steel bars 2, and several longitudinal support steel bars 3. The column steel bars 1, several transverse support steel bars 2 and several longitudinal support steel bars 3 are welded together to form a rectangular frame structure.

[0021] Specifically, the rectangular frame structure in this embodiment includes an upper rectangular frame 5 and a lower rectangular frame 6. The upper and lower rectangular frames 5 and 6 have identical structures, consisting of two 1.6m long C25 transverse support steel bars 2 and two 6.0m long C25 longitudinal support steel bars 3 welded together. A 1.6m long C25 transverse support steel bar 2 is welded at the middle of the upper and lower rectangular frames 5 and 6. The transverse support steel bar 2 is one of the core load-bearing components of the platform, mainly used to support the mortar anchor rods. The longitudinal support steel bars 3 and the transverse support steel bars 2 together form the rectangular frame, creating the basic skeleton of the platform. Six 1.0m long C25 column steel bars 1 are welded at the four corners and the middle of the upper and lower rectangular frames 5 and 6. The column steel bars 1 are the main supporting components of the platform, connecting the upper and lower rectangular frames 5 and 6, ensuring the structural stability and load-bearing capacity of the entire platform.

[0022] In addition, such as Figure 1 and Figure 2 As shown, steel pipes 4, which are capable of sliding laterally and rotating relative to the transverse support steel bars 2 at the front, middle and rear of the upper rectangular frame 5, are fitted onto the transverse support steel bars 2. The steel pipes 4 are Φ48 steel pipes with a length of 1.2m and a wall thickness of 3.5mm. The steel pipes 4 are installed before the transverse support steel bars 2 are welded to the longitudinal support steel bars 3 and the column steel bars 1. The steel pipes 4 are fitted onto the transverse support steel bars 2 of the upper rectangular frame 5 and can rotate relative to the support steel bars to meet the sliding forward movement of the mortar anchor rods.

[0023] The usage method of this auxiliary temporary storage platform for threading mortar anchor bolts is as follows:

[0024] The auxiliary storage platform for threading mortar anchor bolts is hoisted and placed on one side of the mortar anchor bolt threading equipment. The positions of the steel pipes 4 on the transverse support steel bars 2 at the front, middle, and rear of the upper rectangular frame 5 are adjusted to one side of the upper rectangular frame 5, and aligned with the mortar anchor bolt threading equipment. The mortar anchor bolts are then placed on the auxiliary storage platform, and the steel pipes 4 on the transverse support steel bars 2 are used to slide the mortar anchor bolts forward to the mortar anchor bolt threading equipment. After threading the mortar anchor bolts, the equipment removes the mortar anchor bolts onto the auxiliary storage platform and rolls them relative to the steel pipes 4, allowing the threaded mortar anchor bolts to be temporarily stored on the other side of the upper rectangular frame 5. Once a batch of mortar anchor bolts has been threaded, the entire mortar anchor bolt assembly is lifted off the auxiliary storage platform using hoisting ropes.

[0025] Furthermore, as a preferred technical solution in this embodiment, such as Figure 1 As shown, in this embodiment, the upper end of the column steel bar 1 is designed to be higher than the height of the upper rectangular frame 5, which provides additional safety for the auxiliary temporary storage platform and prevents the mortar anchor rod from sliding off both sides of the upper rectangular frame 5.

[0026] Furthermore, as a preferred technical solution in this embodiment, such as Figure 1 , Figure 3 and Figure 4 As shown, in this embodiment, reinforcing connectors 7 are installed at the welded ends of the column reinforcement 1, the transverse support reinforcement 2, and the longitudinal support reinforcement 3. The reinforcing connectors 7 are commercially available finished products. They are installed at the welded ends of the column reinforcement 1, the transverse support reinforcement 2, and the longitudinal support reinforcement 3 to enhance the strength and durability of the welded joints, improve the overall structural stability of the platform, and prevent the welded joints from loosening or breaking due to long-term use or excessive load.

[0027] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of this utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claims. The scope of protection of this utility model is defined by the appended claims and their equivalents.

Claims

1. An auxiliary staging platform for use in threading of mortar anchor rods, characterized by: The auxiliary temporary storage platform for the mortar anchor rod threading is in a rectangular frame structure as a whole, which comprises a plurality of column steels, a plurality of horizontal support steels and a plurality of longitudinal support steels, and the column steels, the horizontal support steels and the longitudinal support steels are welded to form the rectangular frame structure; the horizontal support steels are sleeved with rotatable steel pipes.

2. The auxiliary temporary platform for mortar anchor rod threading according to claim 1, characterized in that: The rectangular frame structure comprises an upper layer rectangular frame and a lower layer rectangular frame, the upper layer rectangular frame and the lower layer rectangular frame are identical in structure and are welded by two horizontal support steels and two longitudinal support steels, and a horizontal support steel is welded at the middle of the upper layer rectangular frame and the lower layer rectangular frame, and six column steels are welded at the four corners and the middle of the upper layer rectangular frame and the lower layer rectangular frame.

3. The auxiliary temporary platform for mortar anchor rod threading according to claim 2, characterized in that: The upper end of the column steel is higher than the height of the upper layer rectangular frame.

4. The auxiliary temporary platform for slurry anchor threading according to claim 1, characterized in that: A reinforcing connecting piece is installed at the welding end point of the column steel, the horizontal support steel and the longitudinal support steel.

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