CN212104035U - Steady stake device of open sea tubular pile - Google Patents

Steady stake device of open sea tubular pile Download PDF

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Publication number
CN212104035U
CN212104035U CN202020168398.0U CN202020168398U CN212104035U CN 212104035 U CN212104035 U CN 212104035U CN 202020168398 U CN202020168398 U CN 202020168398U CN 212104035 U CN212104035 U CN 212104035U
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open sea
pile
embedded
sea
tubular pile
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CN202020168398.0U
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Inventor
段军
刘齐辉
时学海
李昆
周清
黄腾
魏贤华
夏安乐
李毅
袁洋洋
陈燕芳
梁晓烨
丁三毛
李井春
杨洪革
孙波
刘德军
张士健
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CRCC Harbour and Channel Engineering Bureau Group Co Ltd
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CRCC Harbour and Channel Engineering Bureau Group Co Ltd
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Abstract

The utility model discloses a steady stake device of open-sea tubular pile, this steady stake device of open-sea tubular pile is applicable to more and keeps away from bank, near the relatively poor tubular pile of sea condition. The embedded assembly can be processed on land without operation on the sea, and the efficiency of construction on the sea is greatly improved. The connecting assembly connects adjacent embedded assemblies, so that the whole device is in a stable state. This steady stake device of open sea tubular pile need not to make manual operation platform, and the workman only need carry out marine hoist and mount, welding jobs, need not take advantage of damp construction, does not receive the influence of stormy waves, ensures to improve assembly efficiency and quality, reduces the cost of labor.

Description

Steady stake device of open sea tubular pile
Technical Field
The utility model belongs to the technical field of open sea tubular pile technique and specifically relates to a steady stake device of open sea tubular pile is related to.
Background
In the lower pilot dike engineering of pile bolck elevation, adopt traditional steel staple bolt mode, hanging mode etc. to have following problem: 1. the bottom elevation of the platform is low, and tide construction is required; 2. the bottom elevation of the pile stabilizing structure is low, the construction of the bottom layer of the platform can be carried out in 5-6 continuous working days in the traditional process, otherwise, the pile stabilizing structure, a steel bar formwork and other facilities are easily damaged by wind and waves; 3. a large amount of offshore manual operation is needed, and the safety risk is high.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to solve one of the technical problem that exists among the prior art at least, provide a steady stake device of open sea tubular pile, it need not take advantage of damp construction, does not receive the influence of stormy waves, ensures to improve assembly efficiency and quality, reduces the cost of labor.
The utility model discloses a solve the technical scheme that its technical problem adopted and be:
the pile stabilizing device for the open sea pipe pile comprises at least two embedded components, wherein the embedded components can be connected with the upper end of the open sea pipe pile; and a connecting assembly connecting two adjacent embedded assemblies.
According to the pile stabilizing device for the open sea pipe pile in the first aspect of the utility model, the embedding component comprises an embedding part which can be inserted into the open sea pipe pile; and the connecting part is arranged at the upper end of the embedding part, and the lower end of the connecting part is abutted against the upper end edge of the open sea tubular pile.
According to the utility model discloses the first aspect a steady stake device of open sea tubular pile, the embedding portion outer wall is cylindricly, the outer wall and the laminating of open sea tubular pile inner wall of embedding portion.
According to the utility model discloses the first aspect a steady stake device of open sea tubular pile, connecting portion are a flat board, the area of connecting portion is greater than the mouth of pipe area of open sea tubular pile.
According to the utility model discloses an outer sea tubular pile steady stake device of first aspect, coupling assembling includes the horizontal pole, one of them is connected to horizontal pole one end the embedding subassembly, another is connected to the horizontal pole other end the embedding subassembly.
According to the utility model discloses the first aspect a steady stake device of open sea tubular pile, the embedding portion with connecting portion structure as an organic whole, the embedding portion with connecting portion all adopt the Q235 steel to make.
According to the utility model discloses the first aspect a steady stake device of open sea tubular pile, the horizontal pole is the 20a channel-section steel.
The utility model has the advantages that: the pile stabilizing device for the external sea pipe pile is more suitable for pipe piles which are far away from the shore and are relatively poor in nearby sea conditions. The embedded assembly can be processed on land without operation on the sea, and the efficiency of construction on the sea is greatly improved. The connecting assembly connects adjacent embedded assemblies, so that the whole device is in a stable state. This steady stake device of open sea tubular pile need not to make manual operation platform, and the workman only need carry out marine hoist and mount, welding jobs, need not take advantage of damp construction, does not receive the influence of stormy waves, ensures to improve assembly efficiency and quality, reduces the cost of labor.
Drawings
In order to more clearly illustrate the technical solution in the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly described below. Obviously, the described figures are only some embodiments of the invention, not all embodiments, and other designs and figures can be obtained by those skilled in the art without inventive effort, based on these figures:
FIG. 1 is a first schematic structural diagram of an embedded component according to an embodiment of the present invention;
FIG. 2 is a second schematic structural view of an embedded component according to an embodiment of the present invention;
fig. 3 is a first schematic structural diagram of an open sea tubular pile stabilizing device in an embodiment of the present invention;
fig. 4 is the embodiment of the utility model provides an in the embodiment the steady stake device of open sea tubular pile structural schematic diagram two.
Detailed Description
This section will describe in detail the embodiments of the present invention, preferred embodiments of the present invention are shown in the attached drawings, which are used to supplement the description of the text part of the specification with figures, so that one can intuitively and vividly understand each technical feature and the whole technical solution of the present invention, but they cannot be understood as the limitation of the protection scope of the present invention.
In the description of the present invention, it should be understood that the orientation or positional relationship indicated with respect to the orientation description, such as up, down, front, rear, left, right, etc., is based on the orientation or positional relationship shown in the drawings, and is only for convenience of description and simplification of description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, a plurality of means are one or more, a plurality of means are two or more, and the terms greater than, less than, exceeding, etc. are understood as not including the number, and the terms greater than, less than, within, etc. are understood as including the number. If the first and second are described for the purpose of distinguishing technical features, they are not to be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated or implicitly indicating the precedence of the technical features indicated.
In the description of the present invention, unless there is an explicit limitation, the words such as setting, installation, connection, etc. should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the above words in combination with the specific contents of the technical solution.
Referring to fig. 1 to 4, an external sea stake stabilizing device in the present embodiment includes an insertion assembly 10 and a connection assembly 20. The embedded component 10 is used for connecting with the open sea pipe pile 1, and the connecting component 20 is used for connecting two embedded components 10.
Specifically, referring to fig. 3, the open sea pipe pile 1 generally includes at least two, and the insertion assembly 10 may be connected to the upper end of the open sea pipe pile 1. The number of the open sea tubular piles 1 corresponds to that of the embedded assemblies 10, and each open sea tubular pile 1 is connected with one embedded assembly 10.
In this embodiment, referring to fig. 4, the external sea tubular pile 1 generally includes a plurality of, and one of them external sea tubular pile 1 is the center, and remaining external sea tubular pile 1 surrounds the external sea tubular pile 1 at this center. A plurality of open sea tubular piles 1 are all connected with an embedded component 10.
Specifically, referring to fig. 3, the connecting assembly 20 connects two adjacent insert assemblies 10.
In this embodiment, two ends of the connecting assembly 20 are respectively connected to the upper ends of the two embedded assemblies 10. Meanwhile, referring to fig. 4, the open sea tubular pile 1 generally includes a plurality of, one of the open sea tubular piles 1 is a center, and the rest of the open sea tubular piles 1 surround the open sea tubular pile 1 at the center. A plurality of open sea tubular piles 1 are all connected with an embedded component 10. Therefore, the embedded assemblies 10 arranged around the open sea pipe pile 1 are sequentially connected through the connecting assembly 20. Meanwhile, each embedded component 10 on the outer sea pile 1 arranged around is also connected with the embedded component 10 on the outer sea pile 1 in the center through a connecting component 20.
This steady device of open sea tubular pile utilizes embedding component 10 to install in 1 upper end of open sea tubular pile, replaces traditional steel staple bolt, mode such as hang to utilize coupling assembling 20 to couple together adjacent embedding component 10, make this device wholly be in stable condition. The pile stabilizing device for the open sea pipe piles does not need to be subjected to damp construction and is not influenced by wind and waves, the assembly efficiency and quality are ensured to be improved, and the labor cost is reduced.
Further, referring to fig. 1 to 3, the insertion assembly 10 includes an insertion portion 11 and a connection portion 12, thereby ensuring connection to the upper end of the open sea pile 1.
Wherein, referring to fig. 3, the embedding part 11 can be inserted in the external sea pile 1, specifically, the embedding part 11 is embedded in the core of the external sea pile 1. The insert 11 serves to restrain the insert assembly 10 to the upper end of the open sea pile 1. The insert portion 11 restricts displacement of the insert member 10 in the horizontal direction, ensuring stability of the entire structure. Referring to fig. 1 and 2, a connecting portion 12 is disposed at an upper end of the embedding portion 11, and a lower end of the connecting portion 12 abuts against an upper end edge of the open sea pipe pile 1.
Preferably, the insertion portion 11 and the connection portion 12 are welded to each other. Generally, the embedded portion 11 and the connection portion 12 are welded on land.
Still further, referring to fig. 1 to 3, the outer wall of embedding portion 11 is cylindricly, the outer wall of embedding portion 11 and the laminating of outer sea tubular pile 1 inner wall.
Preferably, referring to fig. 1 to 2, the connection portion 12 is a flat plate, and the area of the connection portion 12 is larger than the area of the pipe orifice of the external sea tubular pile 1, so as to prevent the connection portion 12 from falling off from the external sea tubular pile 1. Referring to fig. 3, the connecting assembly 20 includes a cross bar having one end connected to one of the insert assemblies 10 and the other end connected to the other insert assembly 10. Preferably, the cross bar is welded to the insert assembly 10. In this embodiment, referring to fig. 1 to 2, the connecting portion 12 is a flat plate, which is rectangular and is welded to the plurality of cross bars.
Preferably, referring to fig. 1 to 2, the insertion portion 11 and the connection portion 12 are of an integral structure, and both the insertion portion 11 and the connection portion 12 are made of Q235 steel. The cross bar is 20a channel steel.
The pile stabilizing device for the external sea pipe pile is more suitable for pipe piles which are far away from the shore and are relatively poor in nearby sea conditions. Wherein the insert assembly 10 can be fabricated onshore without the need for offshore operations, thereby greatly improving the efficiency of offshore operations. The joining assembly 20 joins adjacent insert assemblies 10 so that the apparatus as a whole is in a stable state. Meanwhile, the pile stabilizing device for the open sea pipe piles does not need to manufacture a manual operation platform, workers only need to carry out offshore hoisting and welding operation, the workload of offshore operation is obviously reduced, and the safety risk is greatly reduced.
In this embodiment, the method for stabilizing the pile of the open sea pipe pile includes the above device for stabilizing the pile of the open sea pipe pile, and the method for stabilizing the pile of the open sea pipe pile includes the steps of:
s1: on land, machining the insert assembly 10;
s2: shipping the embedded assembly 10 and the connecting assembly 20 and transporting to the vicinity of the open sea pipe pile 1 to be stabilized;
s3: placing the embedded assembly 10 into the open sea pipe pile 1 by using hoisting equipment;
s4: one end of the connecting assembly 20 is placed on one of the embedded assemblies 10 using a lifting device while the other end of the connecting assembly 20 is placed on the other embedded assembly 10.
S5: welding the embedded component 10 and the connecting component 20;
s6: it is checked whether the weld of the insert assembly 10 and the connection assembly 20 meets the requirements.
Specifically, the embedding assembly 10 comprises an embedding part 11 which can be inserted into the external sea pipe pile 1 and a connecting part 12 which is arranged at the upper end of the embedding part 11, and the lower end of the connecting part 12 abuts against the edge of the upper end of the external sea pipe pile 1; in step S1, the embedded part 11 and the connection part 12 are welded together on land.
In step S6, it is checked that the height of the weld of the insert member 10 and the connection member 20 is not less than 20mm and the length thereof is not less than 300 mm.
The pile stabilizing method for the external sea pipe pile is more suitable for pipe piles which are far away from the shore and are poor in nearby sea conditions. Wherein the insert assembly 10 can be fabricated onshore without the need for offshore operations, thereby greatly improving the efficiency of offshore operations. In addition, the pile stabilizing method for the open sea pipe pile does not need to manufacture a manual operation platform, workers only need to carry out offshore hoisting and welding operation, the workload of offshore operation is obviously reduced, and the safety risk is greatly reduced.
The above embodiments are further described in the above aspects of the present invention, but it should not be understood that the scope of the above subject matter of the present invention is limited to the above embodiments, and all the technologies realized based on the above aspects belong to the scope of the present invention.

Claims (7)

1. The utility model provides a steady stake device of open sea tubular pile which characterized in that: comprises that
The embedded components comprise at least two embedded components, and the embedded components can be connected with the upper end of the open sea pipe pile; and
and the connecting assembly is used for connecting two adjacent embedded assemblies.
2. The pile stabilizing device for the open sea pipe piles according to claim 1, wherein: the embedded component comprises
The embedded part can be inserted into the open sea pipe pile; and
connecting portion set up embedding portion upper end, the lower extreme of connecting portion supports the top and is in the upper end edge of open sea tubular pile.
3. The pile stabilizing device for the open sea pipe piles according to claim 2, wherein: the embedding portion outer wall is cylindricly, the outer wall and the laminating of open sea tubular pile inner wall of embedding portion.
4. The pile stabilizing device for the open sea pipe piles according to claim 2, wherein: the connecting portion are a flat plate, and the area of the connecting portion is larger than the pipe orifice area of the open sea pipe pile.
5. The pile stabilizing device for the open sea pipe piles according to claim 1, wherein: the connecting assembly comprises a cross rod, one end of the cross rod is connected with one of the embedded assemblies, and the other end of the cross rod is connected with the other embedded assembly.
6. The pile stabilizing device for the open sea pipe piles according to claim 2, wherein: the embedding part with connecting portion structure as an organic whole, the embedding part with connecting portion all adopt Q235 steel to make.
7. The pile stabilizing device for the open sea pipe piles according to claim 5, wherein: the cross bar is 20a channel steel.
CN202020168398.0U 2020-02-13 2020-02-13 Steady stake device of open sea tubular pile Active CN212104035U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020168398.0U CN212104035U (en) 2020-02-13 2020-02-13 Steady stake device of open sea tubular pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020168398.0U CN212104035U (en) 2020-02-13 2020-02-13 Steady stake device of open sea tubular pile

Publications (1)

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CN212104035U true CN212104035U (en) 2020-12-08

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111236209A (en) * 2020-02-13 2020-06-05 中国铁建港航局集团有限公司 Device and method for stabilizing tubular pile of open sea pipe

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111236209A (en) * 2020-02-13 2020-06-05 中国铁建港航局集团有限公司 Device and method for stabilizing tubular pile of open sea pipe

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