KR20100048517A - A commorant quay wall - Google Patents

A commorant quay wall Download PDF

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Publication number
KR20100048517A
KR20100048517A KR1020080107713A KR20080107713A KR20100048517A KR 20100048517 A KR20100048517 A KR 20100048517A KR 1020080107713 A KR1020080107713 A KR 1020080107713A KR 20080107713 A KR20080107713 A KR 20080107713A KR 20100048517 A KR20100048517 A KR 20100048517A
Authority
KR
South Korea
Prior art keywords
quay
wall member
wall
eyepiece
facility
Prior art date
Application number
KR1020080107713A
Other languages
Korean (ko)
Inventor
이종호
Original Assignee
이종호
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 이종호 filed Critical 이종호
Priority to KR1020080107713A priority Critical patent/KR20100048517A/en
Publication of KR20100048517A publication Critical patent/KR20100048517A/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
    • E02B3/064—Floating landing-stages
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/068—Landing stages for vessels
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/16—Sealings or joints
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • E02B3/26—Fenders

Abstract

PURPOSE: A temporary quay wall can be temperately mounted when a ship is approaching to a quay is provided to move and mount a quay according to the size of a ship. CONSTITUTION: A temporary quay wall comprises a quay member(10) and a fixing member(20). The quay member comprises a plurality of pile holes. The quay member is made of a buoyancy member which can float on water. The fixing member is inserted into the pile hole and is installed in the bottom of the sea.

Description

Simple quay wall docking facility {A commorant quay wall}

The present invention relates to a simple quay eyepiece, a simple quay eyepiece that can be temporarily temporary when the vessel is docked to the pier by fastening the inner wall member to the seabed with a fixing member that can be injured in the dockside without the eyepiece such as the quay wall It is about.

In general, the larger depths (more than 4.5m) of structures with almost vertical walls in front are called quay walls. It is a facility for the passengers to get on and off the ship, and to load or unload cargo. Like the retaining wall of the land, the quay wall is filled with earth and sand, and thus has a structure supporting the earth pressure. In addition, it must be able to withstand the load when machinery arrives, the traction force for mooring the vessel, and bear the load of machinery and cargo on the ground. In order to construct their external force safely and economically, appropriate type and structure are selected according to the situation of the place.

1 is a plan view showing a conventional quay wall.

As shown in FIG. 1, the quay wall 5 is a facility formed in the longitudinal direction of the side surface of the vessel 3 at the pier 1 where the vessel 3 is anchored, and the vessel 3 has the quay wall 5. ) It is a space where passengers can directly lift and load cargo between the land and the moor.

However, in the new shipyard or mid-ship shipyard, there are problems that all the work must be done to the front side of the ship because the sea wall cannot be built due to the reasons of maritime law and site securing.

In order to solve the above problems, to move the sea wall member capable of moving and injury on the sea surface whenever necessary to fix the inner wall member with a fixing member,

It is to provide a simple quayside docking facility, which is a quayside facility that can be moved so that there is no site for constructing a quay in a new shipyard or a medium-sized shipyard.

The present invention for achieving the above object is an eyepiece facility formed in the pier, a plurality of pile ball is provided, the quay wall member which is a buoyancy body floating on the water surface; The fixing member is inserted into the pile hole is installed on the seabed; characterized in that the temporary installation when the vessel is docked.

And, the quay wall member is characterized in that the height is adjusted according to the high tide of the sea.

And, the inner wall member is characterized in that the joint member is further provided on the front surface in order to be connected to the pier.

And, the inner wall member is characterized in that a plurality of air pandas are formed on both sides to facilitate the eyepiece to the inner wall member.

And, the inner wall member is characterized in that the anchor chain is further provided on one side.

And, the quay wall member is characterized in that a plurality connected.

As described above, the present invention is to move the inner wall member capable of moving and floating on the sea surface whenever necessary to fix the inner wall member with a fixing member,

First, it is not necessary to have a site for the quay when the shipyard is established.

Second, the quay wall can be moved and installed in various ways depending on the size of the vessel.

Hereinafter, with reference to the accompanying drawings will be described in detail with respect to the simple quay wall eyepiece facility according to the present invention.

2 is a plan view showing a simple quay eyepiece according to the present invention, Figure 3 is a front view showing a simple quay eyepiece according to the present invention.

As shown in Figure 2 or 3, the present invention is provided with a plurality of pile holes (12) shown in Figure 4, the inner wall member 10, which is a buoyant body floating on the water surface, and inserted into the pile hole (12) The fixing member 20 is installed on the seabed; consists of.

Hereinafter, each configuration of the present invention will be described in detail.

In the sea wall member 10 according to the present invention, the lower part is formed below the sea level so as to be injured in the sea level, and the upper part is formed above the sea level, and the height is adjustable according to the high tide of the sea water. This is because the time that the vessel 3 is mooring on the inner wall is not constant, so that the height adjustment of the inner wall member 10 is essential in order to apply variously to the height difference of the sea level generated by the high tide. Therefore, the quay wall member 10 is preferably made of a septum (sep barge) used by those skilled in the art, various members that can adjust the height can be used. And, the quay wall member 10 is made to be movable as needed, it can be moved in various ways depending on the position that the vessel 3 is docked to the pier.

Figure 4 is a side view showing a simple quay eyepiece according to the present invention.

As shown in Figure 4, the inner wall member 10 has a pile hole 12 is formed so as to penetrate from the upper surface to the lower surface. This is because, as described above, the quay wall member 10 can be moved to insert the fixing member to be described later into the pile hole 12 to fix the front, rear, left and right movement of the quay wall member (10). However, even if the fixing member to be described later is inserted, it is possible to adjust the vertical wall member 10 up and down.

Preferably, the pile hole 12 is preferably formed on the left and right of the inner wall member 10. This, the fixing member 20 to be described later is inserted into the pile hole 12 is placed on the sea bottom, where the difficult installation of the fixing member 20 according to the seabed shape and structure through the other pile hole 12 This is because the inserting the fixing member 20 to be placed on the sea bottom.

The fixing member 20 according to the present invention is inserted into the pile hole 12 and is installed on the bottom of the sea to prevent the inner wall member 10 from moving back, front, left, and right, corresponding to the number of the pile holes 12. It is good to be installed. However, the number can be adjusted according to the structure of the sea bottom.

In addition, the fixing member 20 is one end is placed on the sea bottom in a long circular tubular shape, the other end is formed to extend to the ground. Thus, an extended portion of the fixing member 20 may be connected to a rope to prevent the vessel 3 from moving when the vessel 3 is mooring to the side of the present invention.

Preferably, the inner wall member 10 is provided with a joint member 30 on the front surface is coupled to the pier (1). This is to move through the joint member 30 when moving from the pier (1) to the quay wall member (10). In general, the pier has a stepped portion 2, so that the joint member 30 is coupled to the stepped portion 2, and in the absence of the step, the pier must form a member that can be coupled with the joint member 30. .

Preferably, the inner wall member 10 is provided with an air panda 40 on both sides, so that the inner wall as close as possible by the air panda 40 when the vessel 3 is docked with the inner wall member 10. The member 10 can be docked. This is because the air panda 40, in which the vessel 3 serves as a cushion, is formed in the inner wall member 10, so that the inner wall member 10 is in contact with the vessel 3, thereby causing damage. I never do that.

Preferably, the inner wall member 10 is further provided with an anchor chain 50 on one side. This is to fix the quay-wall member 10 using the anchor chain 50 when the anchor member 50 cannot be laid in the seabed shape and structure. The anchor chain 50 is connected to the lower side of the inner wall member 10 because it can extend to the bottom surface where the anchor chain 50 can be laid.

Preferably, the rear wall member 10 may be coupled to the rear side of the inner wall member 10 and the front side of the other inner wall member 60 to enable a plurality of connection. This is because the present invention is applied to all ships because the length of the ship 3 varies.

As described above, the present invention has a basic technical idea to fix and install the floating wall member by the fixing member, which is merely exemplary, and those skilled in the art can variously modify and implement therefrom. It will be appreciated that examples are possible, and the true technical scope of the invention should be defined only by the appended claims.

1 is a plan view showing a conventional quay wall.

Figure 2 is a plan view showing a simple quay eyepiece according to the present invention.

Figure 3 is a front view showing a simple quay eyepiece according to the present invention.

Figure 4 is a side view showing a simple quay eyepiece according to the present invention.

<Description of the code | symbol about the principal part of drawing>

1: pier 3: ship

5: quay wall 10, 60: quay wall member

12: pile ball 20: fixing member

20: fixing member 30: joint member

40: Air Panda 50: Anchor Chain

Claims (6)

In the eyepiece formed on the pier (1), A plurality of pile holes 12 are provided, and the inner wall member 10 which is a buoyancy body that can float on the surface; Fixed member 20 is inserted into the pile hole 12 is installed on the seabed; consisting of, the simple quay wall eyepiece facility, characterized in that temporarily installed when the vessel (3) is docked. The method of claim 1, The inner wall member 10, A simple quayside docking facility characterized in that the height is adjusted according to the high tide of the sea. 3. The method of claim 2, The inner wall member 10, In order to be connected to the pier (1), a simple quay wall eyepiece facility, characterized in that the front surface is further provided with a joint member (30). 3. The method of claim 2, The inner wall member 10, The simple quayside docking facility, characterized in that a plurality of air pandas (40) are formed on both sides to facilitate the docking of the vessel (3) to the quay wall member (10). 3. The method of claim 2, The inner wall member 10, Simple quayside eyepiece facility, characterized in that the anchor chain 50 is further provided on one side. The method according to claim 1, wherein The inner wall member 10, Simple quay-eyepiece facility, characterized in that the plurality is connected.
KR1020080107713A 2008-10-31 2008-10-31 A commorant quay wall KR20100048517A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020080107713A KR20100048517A (en) 2008-10-31 2008-10-31 A commorant quay wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020080107713A KR20100048517A (en) 2008-10-31 2008-10-31 A commorant quay wall

Publications (1)

Publication Number Publication Date
KR20100048517A true KR20100048517A (en) 2010-05-11

Family

ID=42275271

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020080107713A KR20100048517A (en) 2008-10-31 2008-10-31 A commorant quay wall

Country Status (1)

Country Link
KR (1) KR20100048517A (en)

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