Total assembly steel pier device and using method

Abstract

The embodiment of the invention provides a total assembly steel pier device and a using method. The total assembly steel pier device comprises a steel pier bottom plate, a supporting column and a steel pier top plate. The steel pier bottom plate is a rectangular plate and comprises two transverse edges and two longitudinal edges which correspond to each other, the transverse edges are longer than the longitudinal edges, and the steel pier bottom plate is used for being fixed to the ground or a berth. The supporting column is centrally and vertically arranged on the steel pier bottom plate and used for supporting stress, the supporting column comprises two external transverse supporting plates and two external longitudinal supporting plates which are oppositely arranged, the two external transverse supporting plates are correspondingly flush with the two transverse edges of the steel pier bottom plate, and the two external longitudinal supporting plates are parallel to the two longitudinal edges; the steel pier top plate is arranged at the top ends of the supporting columns and used for top stress. The device is convenient to operate, can ensure the precision and stability of section folding, simplifies the operation process, improves the production efficiency, and reduces the construction cost.

Description

Technical Field

[0001] This application relates to the field of shipbuilding technology, and in particular to a steel block assembly device and its usage method. Background Technology

[0002] In shipbuilding, section assembly is a crucial step. Traditional assembly methods typically use concrete blocks and timber as temporary supports at the bottom, which is not only time-consuming and labor-intensive but also makes it difficult to guarantee the accuracy and stability of the assembly. Therefore, developing a stable and easy-to-operate steel block device for assembling ship sections is particularly important. Summary of the Invention

[0003] The purpose of this invention is to provide a bottom steel block device for assembling ship sections. This device is rigid, easy to operate, and can ensure the accuracy and stability of section assembly, while simplifying the operation process and improving production efficiency.

[0004] This invention provides a general assembly steel pier device, comprising: a steel pier base plate, a support column, and a steel pier top plate;

[0005] The steel pier base plate is a rectangular plate, including two corresponding horizontal sides and two vertical sides. The length of the horizontal side is greater than that of the vertical side. The steel pier base plate is used to fix it to the ground or slipway.

[0006] The support column is centrally and vertically installed on the steel pier base plate to support the load. The support column includes two external transverse support plates and two external longitudinal support plates arranged opposite to each other. The two external transverse support plates are flush with the two transverse sides of the steel pier base plate, and the two external longitudinal support plates are parallel to the two longitudinal sides.

[0007] The steel pier top plate is installed at the top of the support column for bearing the load at the top.

[0008] In some embodiments, the support column is provided with an internal transverse partition, which is parallel to the external transverse support plate and abuts against the bottom plate and top plate of the steel pier.

[0009] In some embodiments, the support column is provided with an internal longitudinal partition, which is parallel to the external longitudinal support plate and abuts against the bottom plate and top plate of the steel pier.

[0010] In some embodiments, the number of the internal transverse partitions and the internal longitudinal partitions is one or more.

[0011] In some embodiments, the internal transverse partition and the internal longitudinal partition are centrally located corresponding to the two external transverse support plates and the two external longitudinal support plates.

[0012] In some embodiments, a reinforcing elbow plate is connected between the external longitudinal support plate and the steel pier base plate.

[0013] In some embodiments, two support seats are disposed opposite each other on the outer surfaces of the top ends of the two external longitudinal support plates, for a forklift to move the main steel block device through the support seats during transfer.

[0014] In some embodiments, the support base includes a support plate and a support base plate. The support plate is disposed parallel to the bottom plate of the steel pier on the outer surface of the top portion of the outer longitudinal support plate. The support base plate is perpendicularly connected to the support plate and the outer longitudinal support plate and is located on the side of the support plate near the top plate of the steel pier.

[0015] This invention provides a method for using the main steel block device as described in any of the above embodiments, the method comprising:

[0016] Before the sections are joined together, the required steel piers will be marked on the ground in advance according to the overall plan;

[0017] Use a forklift to hold the steel block support base in place;

[0018] According to the ground markings, move the steel blocks to the designated positions;

[0019] Once all the steel piers required for assembling the sections have been placed, the sections will be hoisted onto the steel piers.

[0020] The above embodiments of the present invention, by manufacturing a general assembly steel block device, are easy to operate, can ensure the accuracy and stability of segmented assembly, and at the same time simplify the operation process, improve production efficiency, and reduce construction costs. Attached Figure Description

[0021] The accompanying drawings illustrate, by way of example and not limitation, the various embodiments discussed herein.

[0022] Figure 1 This is a partial exploded structural diagram of a main steel pier device according to an embodiment of the present invention;

[0023] Figure 2 This is a side view of a steel pier assembly according to an embodiment of the present invention.

[0024] Figure 3 This is a front view of a main assembly steel pier device according to an embodiment of the present invention;

[0025] Figure 4 This is a left view of a main steel pier assembly according to an embodiment of the present invention;

[0026] Figure 5 This is a top view of a general assembly steel pier device according to an embodiment of the present invention. Detailed Implementation

[0027] In order to gain a more detailed understanding of the features and technical content of the embodiments of this application, the implementation of the embodiments of this application will be described in detail below with reference to the accompanying drawings. The accompanying drawings are for reference and illustration only and are not intended to limit the embodiments of this application.

[0028] In the embodiments described in this application, it should be noted that, unless otherwise stated and limited, the term "connection" should be interpreted broadly. For example, it can be an electrical connection, or a connection between two internal components. It can be a direct connection or an indirect connection through an intermediate medium. Those skilled in the art can understand the specific meaning of the above term according to the specific circumstances.

[0029] It should be noted that the terms "first," "second," and "third" used in the embodiments of this application are merely used to distinguish similar objects and do not represent a specific ordering of objects. It is understood that "first," "second," and "third" can be interchanged in a specific order or sequence where permitted. It should be understood that the objects distinguished by "first," "second," and "third" can be interchanged where appropriate so that the embodiments of this application described herein can be implemented in an order other than those illustrated or described herein.

[0030] This invention provides a general assembly steel pier device, comprising: a steel pier base plate 1, a support column, and a steel pier top plate 2.

[0031] The steel pier base plate 1 is a rectangular plate, including two corresponding horizontal sides and two vertical sides. The length of the horizontal sides is greater than that of the vertical sides. The steel pier base plate 1 is used to fix to the ground or slipway as the foundation of the entire support device.

[0032] The support column is centrally and vertically installed on the steel pier base plate 1 to support the load. The support column includes two external transverse support plates 3 and two external longitudinal support plates 4 arranged opposite to each other. The two external transverse support plates 3 are flush with the two horizontal sides of the steel pier base plate 1, and the two external longitudinal support plates 4 are parallel to the two longitudinal sides.

[0033] The steel pier top plate 2 is installed at the top of the support column to bear the load at the top.

[0034] The top plate 2 of the steel pier can also be used as a sealing plate to prevent corrosion inside the steel pier. In some embodiments, the bottom plate 1 of the steel pier, the support column and the top plate 2 of the steel pier are sealed together.

[0035] In some embodiments, an internal transverse partition 6 is provided inside the support column. The internal transverse partition 6 is parallel to the external transverse support plate 3 and abuts against the bottom plate 1 and top plate 2 of the steel pier. This increases the overall stress on the steel pier and can also strengthen and reinforce the steel pier, preventing deformation.

[0036] In some embodiments, an internal longitudinal partition 5 is provided inside the support column. The internal longitudinal partition 5 is parallel to the external longitudinal support plate 4 and abuts against the bottom plate 1 and top plate 2 of the steel pier. This increases the overall stress on the steel pier and can also strengthen and reinforce the steel pier, preventing deformation.

[0037] In some embodiments, the number of internal transverse partitions 6 and internal longitudinal partitions 5 is one or more.

[0038] In some embodiments, the internal transverse partition 6 and the internal longitudinal partition 5 are centrally positioned corresponding to the two external transverse support plates 3 and the two external longitudinal support plates 4.

[0039] In some embodiments, a reinforcing elbow plate 7 connects the external longitudinal support plate 4 to the steel pier base plate 1. The reinforcing elbow plate 7 strengthens the steel pier and has an anti-tipping function, ensuring that the force transmitted by the support plate is transferred to the base plate.

[0040] In some embodiments, two support seats are provided opposite to each other on the outer surface of the top ends of the two external longitudinal support plates 4, so that forklifts can move the main steel block device through the support seats during transfer, thereby reducing manual handling.

[0041] In some embodiments, the support base includes a support plate 8 and a support base plate 9. The support plate 8 is disposed parallel to the bottom plate 1 of the steel pier on the outer surface of the top part of the outer longitudinal support plate 4. The support base plate 9 is vertically connected to the support plate 8 and the outer longitudinal support plate 4 and is located on the side of the support plate near the top plate 2 of the steel pier.

[0042] This invention provides a method for using a main steel block device as described in any of the above embodiments, the method comprising:

[0043] Before the sections are joined together, the required steel piers are marked on the ground in advance according to the overall assembly plan.

[0044] Use a forklift to hold the steel pier support.

[0045] According to the ground markings, fork the steel block to the designated position. A turnaround device can be placed directly on top of the steel block.

[0046] Once all the steel piers required for assembling the sections have been placed, the sections will be hoisted onto the steel piers.

[0047] The above embodiments of the present invention, by manufacturing a general assembly steel block device, are easy to operate, can ensure the accuracy and stability of segmented assembly, and at the same time simplify the operation process, improve production efficiency, and reduce construction costs.

[0048] The technical solutions described in the embodiments of this application can be combined arbitrarily without conflict.

[0049] The above description is merely a specific embodiment of this application, but the scope of protection of this application is not limited thereto. Any variations or substitutions that can be easily conceived by those skilled in the art within the scope of the technology disclosed in this application should be included within the scope of protection of this application. Therefore, the scope of protection of this application should be determined by the scope of the claims.

Claims

1. A general assembly steel pier device, characterized in that, The main steel pier assembly includes: a steel pier base plate, supporting columns, and a steel pier top plate; The steel pier base plate is a rectangular plate, including two corresponding horizontal sides and two vertical sides. The length of the horizontal side is greater than that of the vertical side. The steel pier base plate is used to fix it to the ground or slipway. The support column is centrally and vertically installed on the steel pier base plate to support the load. The support column includes two external transverse support plates and two external longitudinal support plates arranged opposite to each other. The two external transverse support plates are flush with the two transverse sides of the steel pier base plate, and the two external longitudinal support plates are parallel to the two longitudinal sides. The steel pier top plate is installed at the top of the support column for bearing the load at the top.

2. The main steel pier device according to claim 1, characterized in that, The support column is provided with an internal transverse partition, which is parallel to the external transverse support plate and abuts against the bottom plate and top plate of the steel pier.

3. The main steel pier device according to claim 2, characterized in that, The support column is provided with an internal longitudinal partition, which is parallel to the external longitudinal support plate and abuts against the bottom plate and top plate of the steel pier.

4. The main steel pier device according to claim 3, characterized in that, The number of internal transverse partitions and internal longitudinal partitions is one or more.

5. The main steel pier device according to claim 3, characterized in that, The internal transverse partition and the internal longitudinal partition are centrally located corresponding to the two external transverse support plates and the two external longitudinal support plates.

6. The main steel pier device according to claim 1, characterized in that, A reinforcing elbow plate connects the external longitudinal support plate to the steel pier base plate.

7. The main steel pier device according to claim 1, characterized in that, Two support seats are arranged opposite each other on the top outer surfaces of the two external longitudinal support plates, which are used by forklifts to move the main steel block device during transportation.

8. The main steel pier device according to claim 7, characterized in that, The support base includes a support plate and a support base plate. The support plate is disposed parallel to the bottom plate of the steel pier on the outer surface of the top part of the outer longitudinal support plate. The support base plate is perpendicularly connected to the support plate and the outer longitudinal support plate and is located on the side of the support plate near the top plate of the steel pier.

9. A method of using the overall steel block device as described in any one of claims 1 to 8, characterized in that, The method includes: Before the sections are joined together, the required steel piers will be marked on the ground in advance according to the overall plan; Use a forklift to hold the steel pier support base in place; According to the ground markings, move the steel blocks to the designated positions; Once all the steel piers required for assembling the sections have been placed, the sections will be hoisted onto the steel piers.

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