KR101167149B1 - Method for building rig continuously - Google Patents

Abstract

Disclosed herein is a continuous drying method of a rig, the disclosed continuous drying method comprising: (A) drying the body of the rig on land, (B) loading out and launching the body of the rig from the land; (C) docking the loaded out and launched rig body to the quay wall and performing the design using the quay wall mooring; and (D) mooring the rig having undergone the step (C) in the harbor to perform additional design. It includes.

League, harbor, mooring, anchor, seabed, tugboat, anchorline, binding line

Description

Continuous drying method of the league {METHOD FOR BUILDING RIG CONTINUOUSLY}

The present invention relates to a rig drying method capable of increasing the drying amount of a rig which is a fossil raw material drilling facility such as marine oil and gas.

The league is a marine floating facility used to extract oil and gas from the deep sea. Typically, the rig is built on land and then moored to the quay to allow for subsequent rigging. For later design work, the quay wall is used over a long period of time. The shipyard's quay is limited in quantity, which is a major obstacle to the construction of several rigs by the trailing chairman on the quay. In addition, many mooring ropes, chain stoppers, quay bits, rig bollards, spacing bars, pneumatic fenders, etc. Or apparatus is required.

Besides the mooring of the quay, another common method of mooring the rig is the outboard mooring, which is carried out in deep waters of 100 m or more. In the rig's offshore mooring method, a large dedicated anchor handling boat (BP: 150 tonnes or more) is used for anchor installation. In addition to a dedicated anchor handling boat, a tugboat or tugboat towing the rig to the offshore is required. In addition, the offshore mooring method of the league requires a prior seabed geological survey of the offshore mooring area, which is complicated and expensive. In addition, the distance between the moored area and the yard (yard) is too far, the workability is greatly reduced.

SUMMARY OF THE INVENTION The technical problem of the present invention is to provide a continuous drying method of a rig which can increase the drying amount of the rig by using mooring in the port despite the limited quay of the shipyard.

According to one aspect of the invention, (A) drying the body of the rig on land, (B) loading and launching the body of the rig from land to sea, (C) loaded out and launched A method of continuous drying of a rig comprising the step of piercing the rig main body to the quay wall, carrying out the design using the wall mooring, and (D) performing the additional design by mooring the rig through the step (C) in the harbor. This is provided.

Preferably, after the step (D), further comprises the step of commissioning the rig.

Preferably, another rig main body is moored to the quay wall where the rig body moved for mooring the harbor.

Preferably, in the step (C), with the performance of the chairman, a block of the rig body not mounted on the land is further mounted.

Preferably, a launching barge is used for launching step (B).

Preferably, step (C) comprises the steps of: (a) lowering the anchor connected to the anchor line of the rig to the sea floor for the mooring of the rig, and (b) moving the anchor away from the rig. And positioning the anchor on the seabed lipid of the harbor designated zone, and (c) pulling the anchorline in the rig to allow the spike portion of the anchor tip to be embedded in the seabed lipid to be fixed. .

At this time, the step (b) includes the step of dragging and moving the binding line connected to the opposite side of the spike portion of the anchor tugboat adjacent to the rig. The tugboat is provided with a winch for winding and unwinding the binding line connected to the opposite side of the spike portion of the anchor, the step (b), (b-1) the anchor is spaced apart from the seabed lipid In the state, driving the tugboat in a direction away from the rig, and (b-2) by loosening the binding line with the winch, the step of laying the anchor on the seabed geology. The binding line is connected to the opposite side of the spike portion of the anchor before step (a). In addition, after one end of the binding line is connected to the opposite side of the spike portion of the anchor, the other end side of the binding line can be used by supporting the winch.

Preferably, after the predetermined period of time after the step (c), the anchor line may be further pulled to further strengthen the gripping force. Preferably, the anchors may be symmetrically arranged two at each of the four corners of the rig.

According to embodiments of the present invention, it is possible to simply design the rig by mooring the rig in the harbor (or the inner port), thereby reducing the design period using the mooring of the wall. The quay of the shipyard is limited in quantity and number. Therefore, by reducing the design period of the league by using the mooring of the quay, it is possible to efficiently build several leagues and contribute to increasing the amount of construction of the league. In addition, the use of in-shore mooring can eliminate complicated and cumbersome processes, such as geological investigations required for extra-sea mooring and adjustment of the anchor angle of the anchor.

Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. The following embodiments are provided as examples to ensure that the spirit of the present invention can be fully conveyed to those skilled in the art. Therefore, the present invention is not limited to the embodiments described below, but may be embodied in other forms. In the drawings, the width, length, thickness, and the like of the components may be exaggerated for convenience. Like numbers refer to like elements throughout.

1 is a view for explaining the elements used in the mooring of the rig (or drilling rig) in accordance with an embodiment of the present invention and the action of the elements.

1 shows a portion of a rig 10 that is subject to harbor mooring. In addition, in FIG. 1, the anchors 20, the anchor lines 30, and the binding lines 40, which are elements that moor the rig 10, can be seen. In addition, in Figure 1 for the mooring of the league (10). Also shown is a tugboat 50 for moving the anchor 20 descending from the rig 10 to a designated area within the harbor.

The anchor line 30 is fixed to the rig 10, in this embodiment consists of a chain. The rig 10 may hold the anchor line 30 fixed, and also, by using a windlas 12, the method of winding or unwinding the anchor line 30 (hereinafter referred to as an 'anchor chain'). Can be raised or lowered.

In this embodiment, the anchor chain 30 is connected to the anchor 20 at one end thereof while being held to be wound or unwound on the windlass 12. The anchor 20 includes a connecting portion 21 to which one end of the anchor chain 30 is connected, and a spike portion 22 having a sharp tip that can be embedded in seabed lipids. At this time, the connecting portion 21 and the spike portion 22 are at an acute angle to each other, when in the seabed, the end portion of the connecting portion 21 toward the rig 10, the spike portion 22 is a rig ( 10) Facing straight down. In this embodiment, the tugboat 50 is used a relatively small BP: 60 ton class, but this is not a limitation of the present invention.

The anchor 20 is connected to the binding line 40 extending from the tugboat 50 on the opposite side of the spike portion 22.

 In the present embodiment, the tie line 40 includes two short steel wires 41 (only one is shown) and a second shackle 62 which are directly connected to the anchor 20 by the first shackle 61. One end is connected to the short steel wires (41) and the other end includes a long steel wire (42) connected to the winch 52 of the tugboat (50). However, it should be noted that the configuration of the binding line 40 or the connection structure thereof may be implemented in various modifications.

2 is a flowchart illustrating a method of mooring another league according to an embodiment of the present invention.

Referring to Figure 2, the rig mooring method according to an embodiment of the present invention, anchoring step (S1) to the seabed in the seabed, anchoring step (S2) in the seabed, and anchoring the anchor to the seabed geology A fixed installation step (S3) of the anchor. Furthermore, the rig mooring method may further comprise the step of strengthening the anchor gripping force (S4). In addition, the anchor movement step (S2), according to a preferred embodiment, may include an anchor movement step (S2-1) by the tugboat, and an anchor movement step (S2-2) by the winch.

A more detailed description will now be given of the steps of the league mooring method and the preceding work before the steps.

Referring to FIG. 2, before the step S1, a step or operation of fixing the binding line 40 shown in FIG. 1 to the anchor 20 on the rig 10 is performed. Before connection of the tie line 40, the anchor chain 30 may already be connected to the anchor 20. According to one embodiment, two short steel wires 41 having a length of about 5 m are directly connected to the anchor 20 using the first shackle 61 and about 35 m long using the second shackle 62. Connect the long steel wire 42 and the short steel wire 41 having a. The long steel wire 42 is passed to the tugboat 50 adjacent the rig 10 and connected to the winch 52 of the tugboat 50. By connecting the steel wires 41 and 42, one binding line 40 is formed to connect the tugboat 50 and the anchor 20.

In step S1, the anchor chain 30 held in the windlass 12 is slowly released using the windlass 12 installed on the main line of the rig 10, whereby the anchor chain 30 and The connected anchor 20 descends from the rig 10 and descends to the seabed. At this time, the anchor 20 is preferably lowered only to a height spaced apart from the seabed geology for smooth anchor movement in the next step.

Step S2 moves the anchor 20 in a direction away from the rig 10 to place the anchor 20 on the seabed lipid in the harbor designated area. In the present embodiment, step S2 may be performed by performing step S2-1 and step S2-2 in succession. In the step S2-1, in the state in which the anchor 20 is separated from the seabed geology, the tugboat 50 is driven in a direction away from the rig 10 by pulling the binding line 40, the anchor 20 Is moved far enough away from the rig 10 (about 200-400 m away). The anchor 20 is moved by the operation of the tugboat 50 until the anchor chain 30 is loose. In step S2-2, the binding line 40 is released with the winch 52 on the tugboat 50, and the anchor 20 is lowered on the seabed lipid.

3 shows the movement of the anchor 20 by the steps S2-1 and S2-2. Referring to FIG. 3, by the tugboat movement of step S2-1, the anchor 20 moves to the left in the drawing away from the rig, and by the winch operation of step S2-2, the anchor 20 is subsea It is laid down on the lipid. At this time, the spike portion 22 of the anchor 20 is toward the seabed lipid and forms an acute angle with respect to the anchor chain 30, so that the anchor chain 30 is pulled toward the rig, that is, to the upper right. At this time, the spike portion 22 at the tip of the anchor 20 will proceed towards the seabed lipids.

In step S3, the anchor chain 30 is pulled by a predetermined length using the windlass 12 in the rig 10 shown in FIG. 4 is a view showing the behavior of the anchor 20 by the step S3, referring to this, by pulling the anchor chain 30 from the rig, the spike portion 22 of the tip of the anchor 20 is subsea lipid In this way, the anchor 20 can be fixedly installed in the seabed geology. Next, the gripping force of the anchor 20 is measured, and the measured gripping force value is compared with the initial target gripping force value. As a result of the comparison, when the gripping force is less than the initial target gripping force value, step S4 is further performed to further strengthen the gripping force. Note that, since the anchor chain 30 is scattered instead of being placed in a straight line on the seabed geological surface at the beginning of the step S3, the tension sensed by the windlas may not initially increase. Winding the anchor chain 30 to some extent using the windlass can be seen that the tension is constantly increased. When the tension is increased and no longer increased, the approximation is the maximum gripping force of the anchor.

An additional step S4 is to further strengthen the gripping force of the anchor 20. After performing the step S3, after about 3 to 4 days, the anchor chain 30 using the windlass 12 shown in FIG. ) Is pulled further by a predetermined length (eg, about 10M). Thereby, the spike portion 22 of the anchor 20 is more strongly lodged in the seabed lipid, so that the gripping force on the seabed lipid of the anchor 20 can be further enhanced. Thereafter, the gripping force of the anchor 20 can be measured again, and even after the measurement, if it is less than the target gripping force value, the gripping force strengthening operation in the same manner as in the above-described step S4 can be performed again.

Preferably, two anchors 20 are symmetrically disposed at each of four corners of the rig 10. FIG. 5 is a plan view for explaining a method of mooring a rig. Referring to FIG. 5, about 200 m to 400 m from four corners of the rig 10 using the tugboat 50 according to the appropriate anchor gripping force calculated in advance. Two anchors 20 are symmetrically paired and disposed on the seabed lipid at the point. In this arrangement, when the anchor chain is wound up using the windlass of the rig 10, the rig 10 is stably moored in the designated area of the harbor.

The mooring method of the league described above can greatly contribute to increasing the drying amount of the league. A characteristic rig drying method of the present invention employing the above mooring method will be described with reference to FIGS. 6 and 7A to 7C.

Referring to Figure 6, the rig drying method employing the present invention, the rig main body drying step (S11) in the land, the load out and launching step (S12) of the dried rig main body, the design step (S13) using the mooring wall It includes, design step (S14) using the harbor mooring, and a trial run step (S15).

In step S11, the body of the rig to be loaded out into the sea is dried. Next, in step S12, the main body of the dried rig is loaded out and launched into the sea around the quay wall. The body of the loaded out and launched rig is moored to the quay after undergoing a quay berth.

In the step S13, the chair is made with the rig main body mooring on the inner wall. At this time, the topside or other blocks that are not mounted on the land can be mounted or mounted on the rig body.

Conventionally, all trailing chairs have been made using the quay wall, which is about 6 months. However, the quay of the shipyard is limited, therefore, it is desirable to minimize the length of the design using the quay. Therefore, the present invention is carried out in step S14 the design work using the mooring mooring after step S13. In the step S13, at least the design work of the windlas, anchor chain and anchor installation, which are necessary for mooring in the harbor, is performed. In step S14, the rig through step S13 is towed to a shallow water depth of about 14m to 30m and then moored to the designated area within the port by the method described with reference to FIGS. The rest of the post-chairman's work is carried out on the rigs moored in the port, completing all the rig building operations. Next, in step S15, the rig in which all of the above drying operations are completed is moved to, for example, the outer port, and a trial run is performed.

Referring to FIGS. 7A-7D, the process of drying the rig body on land and then moving the rig body for the next steps is illustrated.

Figure 7a shows well the process of loading out and launching the rig main body 10a built on land. As shown, the rig body 1 unit 10a is loaded out by rails 101 from land to sea. The launching body 102 receives the loaded rig main body 10a, which is loaded out, and the rig main body 10a is launched to an arbitrary position slightly away from the land. The launching pants 102 are used for launching the rig body 1 unit 10a and then exit from the rig body 1 unit 10a.

Next, as shown in FIG. 7B, the rig main body 1 unit 10a is moored to the first inner wall 111 and moored to the first inner wall 111. Next, the rig main unit 1 (10a) is carried out the design work is mooring to the first inner wall (111).

After completion of the design work or after the block which is not mounted at the time of land construction is mounted, the rig main unit 1 10a is moved to any position where harbor mooring can be made, as indicated by arrows in FIG. 7C.

Referring to FIG. 7C, it can be seen that the rig main unit 2 10b is moored to the second inner wall 112 in a state where the rig main unit 1 10a is moored on the first inner wall 111. Similar to the rig main body 1 unit 10a, the rig main body unit 2 10b also undergoes a process of being loaded out, launched, and docked in the same manner as shown in FIGS. 7A and 7B. In which the chairman's work and the like are performed. In addition, it can be seen that the rig main body 3 (10c) is located on the land.

With reference to FIG. 7D, the rig main body 1 unit 10a which is moored in the harbor can be seen. For the rig main body 1 unit 10a moored in the harbor, the commissioning work and / or the rest of the design work that could not be performed at the mooring of the quay wall can be performed. At this time, it can be seen that the rig main body 3 (10c) is moored to the first inner wall 111 where the rig main unit 1 (10a) was. The rig main body unit 3 10c is also moved in the same manner and in the same manner as the rig main body unit 1 10a and the rig main body unit 2 10b. At this time, it can be seen that the rig main body 4 (10d) is waiting to load out on the land.

BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a view for explaining the elements used in the harbor mooring of a rig according to an embodiment of the present invention and the operation of the elements.

Figure 2 is a flow chart for explaining the method of mooring a rig in accordance with the present invention.

3 is a view showing a process in which the anchor is moved into the designated port area.

4 shows that anchors are anchored to seabed lipids in a harbor designated area.

5 is a plan view showing a state of mooring a rig using anchors at four corner sides of the rig;

Figure 6 is a flow chart for explaining a rig drying method according to the present invention using the harbor mooring of the rig.

7a to 7d is a view for explaining the continuous drying method of the rig according to the present invention by position or transfer path of the rig.

Claims (13)

(A) drying the body of the rig on land; (B) loading out and launching the body of the rig from land to sea; (C) docking the loaded out and launched rig body to the quay wall and performing the design using the quay mooring; And (D) mooring the rig through step (C) in the harbor to perform further designing; And A method of continuous drying of a rig, characterized in that the other rig main body is moored on the quay wall where the rig body moved for mooring the port. The method of claim 1, further comprising the step of commissioning the rig after the step (D). delete The method of claim 1, wherein in the step (C), with the performance of the chairman, a block of the rig body not mounted on the land is further mounted. The method of claim 1, wherein the launching barge (launching barge) is used for the launching of the step (B). The method according to claim 1, wherein step (C) is for mooring in the rig of the rig, (a) lowering the anchor connected to the anchor line of the rig to the sea floor; (b) moving said anchor in a direction away from said rig to position said anchor on subsea lipids in a designated port of the harbor; And and (c) pulling the anchor line from the rig so that the spike portion of the anchor tip is embedded in the seabed lipid and fixed. 7. The method of claim 6, wherein step (b) comprises a step of dragging and moving a binding line adjacent to the spigot portion of the anchor by a tugboat adjacent to the rig. The method according to claim 7, wherein the tugboat is provided with a winch for winding and unwinding the binding line connected to the opposite side of the spike portion of the anchor, the step (b), (b-1) driving the tugboat in a direction away from the rig with the anchor spaced apart from the seabed geology; (b-2) releasing the binding line with the winch and laying the anchor on the seabed lipids. The method of claim 7, wherein the binding line is connected to the opposite side of the spike portion of the anchor before step (a). The method of claim 9, wherein after connecting one end of the binding line to the opposite side of the spike portion of the anchor, the other end side of the binding line is supported by the winch. The method of claim 6, further comprising pulling the anchor line after a predetermined period of time after the step (c). The method of claim 6, wherein the anchors are symmetrically disposed two at each of four corners of the rig. delete

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