KR200327394Y1 - Wire cylinder hanger used to levee mattress work process - Google Patents

Abstract

The gabion hanger used in the embankment construction method of the present invention is for accurately and conveniently dropping dozens of gabions at the same time at the same time at the same time during the third elevation process; Connection ring 45 is connected to the maritime heavy side; One side of the connecting ring is connected to the pin and the fixing portion 47; Opening and closing portion 49 is connected to the other side of the fixing portion by a pin to hang the gabions or to release the gabions with the fixing portion to fall; A locking part 51 provided on the pivot front opposing side fixing part of the opening and closing part to restrain and release the other side of the opening and closing part; And a buckle 53 which is connected to the locking part to maintain the binding force of the opening and closing part by the locking part when the gabion is suspended, and releases the binding force of the opening and closing part when the gabion is dropped.

Description

Gabion hanger used for levee construction {Wire cylinder hanger used to levee mattress work process}

The present invention relates to a gabion hanger used in the high seawater construction method, more specifically, the first successful large-scale seawall construction to prevent damage caused by the failure of the finish, and to prevent the destruction of the large environment due to tidal scour. It relates to a gabion hanger used in the high-altitude embankment construction method to reduce construction costs due to additional sandstone and fill by preventing ground scrubbing by constructing a solid and flat construction.

An embankment is a bank that connects the other side of the land across the sea from one side of the land, and divides the sea into two parts.

The construction of this raft proceeds gradually from both sides of the land and proceeds to the final finishing work in the center of the sea.

The finishing work is a failure due to the rapid tidal current caused by the narrowing of the banks separated by the dike, which leads to an extension of the construction period, an increase in the construction cost and environmental damage.

The present invention is to solve the problems as described above, the purpose of the present invention is to succeed in the first large-scale seawall finish construction work, the construction of the seawall insulation construction method to firmly construct the topwork of the end section To provide a gabion hanger used for.

In addition, another object of the present invention is the gabion used in the quarrying construction method that can be adapted to rapid flow rate by dropping dozens of gabions at the same time at the same time at the same time at the same time during the third construction To provide a hanger.

In the seawater refining method of the present invention, a mattress having one side wound in a width direction on a sedimentary rod suspended in the middle of the sea and a plurality of gabions suspended in the width direction on the other side is moved from the gabion side to the advance direction of the sea bottom middle Mattress laying process for laying on the foundation ground;

A first elevation process of firstly laying the foundation ground by dropping the sandstone on the mattress laid together with the mattress laying process with an H beam which is suspended and advanced forward behind the immersion rod of the marine medium;

A second appeal process of digging the foundation ground by dropping the sandstone to the second appeal plan after the first appeal process; And

The second appeal process includes a third appeal process for vertically dropping gabions suspended at regular intervals from the gabion tool tool through the gabion tool tool suspended in the middle of the sea.

The second appeal process is analyzed by the construction state depth measurement after the first appeal, so that the depth of the deep water is a section where the amount of dead stones is insufficient, so it is preferable to concentrate the dead stones in the deep water depth.

Gabion hanger used in the embankment altitude construction method of the present invention is a connecting ring connected to the maritime heavy side;

One side of the connecting ring is connected to the pin and a fixed portion;

An opening and closing part connected to the other side of the fixing part by pins to hang the gabions or to release the gabions together with the fixing parts;

A locking part provided on a pivot front opposing side fixing part of the opening and closing part to restrain and release the other side of the opening and closing part; And

It is connected to the locking portion, and when the gabions are suspended, the retaining force of the opening and closing portion by the locking portion, and when the gabions are dropped includes a buckle for releasing the binding force of the opening and closing portion.

The connecting ring is formed to be suspended to the gabions at regular intervals by the H-beam is preferably mounted on the air tool connected to the horizontal state in the middle of the sea.

The opening and closing portion is preferably provided with an inclined portion that is locked by the locking portion by the weight of the gabion in the suspended state of the gabion, and is inclined at the tip of the turning so that the gabion can be released from the locking portion when the gabion reaches the floor.

1 is a mattress laying process diagram of the embankment high altitude construction method according to an embodiment of the present invention.

Figure 2a is a front view of the mattress mounted on the needle rod.

2B is a side view of FIG. 2A;

2C is a front view of the mattress connection.

2D is a front view of a gabion suspended from a mattress;

Figure 3 is a first appeal process diagram of the embankment finishing method according to an embodiment of the present invention.

3A is a side view of a state where a gabion is connected to an H beam.

Figure 4 is a secondary appeal process diagram of the embankment erection method according to an embodiment of the present invention.

Figure 5 is a third elevation process of the embankment erection method according to an embodiment of the present invention.

5A is a top view of a gabion tool.

5B is a side view of the gabion tool.

Figure 6 is a perspective view of the gabion hanger used in the embankment altitude construction method according to an embodiment of the present invention.

6a, 6b, 6c is a process diagram of the gabion hanger of Figure 6 is released.

* Description of the symbols for the main parts of the drawings *

1: undersea 3: mattress

5: offshore heavy machinery 7: anchor wire rope

9: anchor barge 11: flat barge

13: trench heavy rain 15: dead stone

17: anchor wire rope 19: immersion rod

21: hook 23: reduction motor

25: unwinding wire 27: bar

29: overlap part 31: gabion

33: H beam 35: gabion hanger

37: Gabion 39: Gabion tool

41: mounting hole 43: chain

45: connecting ring 47: fixed part

49: opening and closing part 51: locking part

53: float 55, 57: pin

b: Second appeal plan c: Plan appeal

d: turning e: inclined part

Advantages and advantages of the present invention will become more apparent from the following detailed description based on the accompanying drawings.

1 is a mattress laying process diagram of the embankment construction method according to an embodiment of the present invention, a seabed heavyweight (5), anchor wire rope (7) for laying the mattress (3) on the seabed (1) of the finishing construction section A flat barge 11 connected to the anchor barge 9 fixed to the seabed 1 by) is provided. Of course, the trench barge 11 is provided with the trench hoe 13, and is comprised so that the dead stone 15 loaded on the flat barge 11 can be dropped.

This construction method is an important process that determines the success or failure of the seawall finish, and is composed of a mattress laying process that proceeds sequentially and a first, second, and third appeal process.

The mattress laying process is a process of compacting the bottom of the seawall of the construction section of the finish, it is carried out by the sea-borne heavy machinery (5). This seabed heavy machinery 5 is fixed to the seabed 1 by an anchor wire rope 17. It is preferable that the sedimentation rod 19 is suspended in the horizontal state at one side of the said seam heavy machinery 3, and the length of the sedimentation rod 19 is arrange | positioned in the width direction of a scavenger. The immersion rod 19 is formed to be submerged into the seabed 1 by the operation of the marine heavy machinery (3).

As shown in FIG. 2A, the mating rod 3 is wound around the needle rod 19 in the width W direction thereof. This mattress 3 is fixed to one side of the needle rod 19 by the hook 21 as shown in FIG. 2B. The sedimentary rod 19 may wind the mattress 3 together with the unwinding wire 25 by the operation of the reduction motor 23 provided at one side thereof, or may be released from the sedimentary rod 19. It is configured to.

This mattress 3 is sutured in the field so as to correspond to the installation length, that is, the distance of the finishing section, as shown in FIG. 2C. The mattress 3 is used by winding the needle rod 19 and may be sealed several times until the required length is reached. At this time, the overlap portion 29 where the bar 27 is located should have a sufficient range so as not to be separated by the tension applied to the mattress (3) when winding or unwinding, preferably made of about 0.4m.

In this way, a plurality of gabions 31 are suspended on the other side of the mattress 3, which is wound on the sedimentation rod 19 and installed on the pulley seabed 1, as shown in FIG. 2D. The gabion 31 is fixed to one side of the mattress 3 by fixing a side of the mattress 3 to the seabed 1 when the hanging mattress 3 is first installed on the seabed 1. To facilitate the installation process.

As shown in FIG. 3, when the seam heavy machine 5 moves in the direction of the arrow a while the anchor wire rope 17 is pulled up, the mattress 3 is seabed at the gabion 31 side (5). ) Is installed on the seabed 1 in the forward direction. At this time, while the flat barge 11 and the anchor barge 9 also move together in the state in which the anchor wire rope 7 is pulled up, the trench heavy rain 13 provided in the flat barge 11 continuously drops the sandstone 15. Done.

Along with this mattress laying process, a primary appeal process proceeds simultaneously. This first appeal process is to drop the dead stone 15 on the mattress 3 to be installed to fix the mattress 3, and to place the dropped stone 15 at the rear of the sedimentary rod 19 of the heavy machinery 5 above. Connected and evenly with the H beam 33 advancing hanging on the marine medium (5) is to base the ground of the seabed (1) first.

As described above, it is preferable that the primary appealing step of dropping the sandstone 15 proceeds quickly to complete the mattress laying at the time of roughing. That is, to ensure that the mattress 3 and the relatively lightweight sandstone 15 having a constant area are accurately installed at the target point without being affected by the algae.

The sandstone 15 is dropped from the flat barge 11 by the trench heavy rain 13 provided in the flat barge 11. The H-beam 33 is one example used to evenly distribute the falling stone stone 15 on the mattress 3, and acts as a weight having a length approximately equal to the width of the mattress 3 It is preferable that the weight of the sand stone 15 is made to have a sufficient weight so as to move and evenly disperse from a higher position on the mattress 3 to a relatively lower position.

In addition, when the H beam 33 is dropped along with the gabion 31 provided on one side of the mattress 3 when the mattress 3 is dropped, the gabion 31 at the moment when the gabion 31 reaches the ground. It is connected to the gabion 31 via the gabion hanger 35 so that it can be easily separated from. The specific structure and effect of this gabion hanger 35 are mentioned later.

Following the mattress laying and primary appeal process, the secondary appeal process proceeds. As shown in FIG. 4, this secondary appeal process drops the foundation stone 15 to the secondary appeal plan (b) on the dead stone 15 dropped by the primary appeal process, and thus, the foundation ground of the seabed 1 is. To chop second.

In particular, this secondary appeal process includes a step of measuring the depth of water after the primary appeal process, determining the concentrated dropping position (c) and the amount of drop, and then intensively dropping the sandstone 15 at the concentrated dropping position (c). It is desirable to.

Following the second appeal process, the third appeal process proceeds. This third step is to drop the gabion (37) suspended on the marine medium (5) until it reaches the planned height (c) as shown in Figure 5 to compact the foundation ground of the seabed (1) in three. At this time, the marine medium (5) and the anchor barge (9) is fixed to the seabed (1) by the anchor wire rope (17, 7), respectively. This causes the gabion 37 to be dropped in the correct position.

The gabion tool tool 39 is used between the marine medium 5 and the gabion 37 so as to vertically drop a plurality of gabions 37 at equal intervals in this third appeal process. This gabion tool 39 is made of a rectangle having mounting holes 41 so that a plurality of gabions 37 can be mounted at even intervals, as shown in FIG. This gabion tool tool 39 is composed of an H-beam, it is preferable to be mounted in a horizontal state on the marine heavy machinery (5) to vertically descend.

The gabion 37 is mounted in the mounting hole 41 of the gabion tool tool 39 via the chain 43 and the gabion hanger 35 as shown in FIG. 5B. Dozens of gabions 37 are dropped at a time by the gabion pore tool 39 so that the gabions 37 can be dropped evenly at a precise position by a large weight, and work time can be shortened. In addition, due to the large resistance, it is possible to drop in the correct position of the gabion 37 even at a high flow rate.

The gabion hanger 39 in such a method of the embankment high altitude construction method makes it unnecessary to insert the diver when the gabion 37 is dropped, so that the gabion 37 is easily introduced.

This gabion hanger 35 is comprised from the connecting ring 45, the fixing part 47, the opening-closing part 49, the locking part 51, and the float 53 as shown in FIG.

The connecting ring 45 is configured to be connected to the maritime heavy machinery (5) side. That is, it is preferable that the other side of the chain 43 connected to the mounting hole 41 of the gabion tool tool 39 is connected to the connecting ring 45.

The fixing part 47 is connected to one side of the connecting ring 45 by a pin 55. The opening and closing portion 49 is connected to the other side of the fixing portion 47 by a pin 57. Therefore, according to the operation of the opening and closing portion 49 and the fixing portion 47, the gabion 37 is held in the gabion hanger 35, or falls from the gabion hanger 35.

The locking part 51 is provided with the turning front-facing side fixing part 47 of the opening-and-closing part 49 so that the other side of the opening-and-closing part 49 may be restrained and released. This locking part 51 is attached so that turning (d) is possible in the up-down direction of the fixing part 47. As shown in FIG.

Therefore, the opening and closing part 49 is locked by the locking part 51 by the weight of the gabion 37 in the state in which the gabion 37 was suspended, and unlocked from the locking part 51 at the moment when the gabion 37 touches the floor. It is desirable to be configured to be. To this end, the turning end of the opening and closing portion 49 is provided with an inclined portion (e) formed to be inclined, as shown in Figure 6a. The inclined portion e is preferably formed in various ways according to the shape of the locking portion 51 corresponding thereto.

On the other hand, the mouth ball 53 is connected to the locking portion 51 and when the gabion 37 is suspended, the binding force of the opening and closing part 49 is maintained by the locking part 51, and when the gabion 37 falls, the opening and closing part ( 49) to provide buoyancy to release the binding force.

That is, when the gabion 37 is attached to the opening and closing portion 49 and the fixing portion 47, the downward acting force acting on the inclined portion e becomes larger than the buoyancy by the buckle 53, so that the locking portion 51 is opened and closed ( 49) to be locked.

However, when the gabion 37 falls to the ground and the downward action force is removed from the opening and closing part 49 and the fixing part 47, as shown in FIGS. 6A, 6B, and 6C, the locking part 51 may be provided with a buckle ( Since only the buoyancy by 53 acts, the locking portion 5 releases the locking state of the opening and closing portion 49.

In this way, the gabion hanger 35 automatically separates the gabions 37, thus making it unnecessary for the diver to be input for separating the gabions 37 as in the prior art.

As such, the present invention applies gabion masonry tools to drop dozens of gabions at once and evenly at equal intervals. By applying a structure that can be firmly constructed and automatically open and close the gabion hanger mounted on the gabion tool, by dropping the gabion suspended from the gabion tool at regular intervals in the 3rd step, Compared with the prior art, which required divers, the gabion can be conveniently dropped.

Claims (3)

Connecting ring is connected to the maritime heavy side; One side of the connecting ring is connected to the pin and a fixed portion; An opening and closing part connected to the other side of the fixing part by pins to hang the gabions or to release the gabions together with the fixing parts; A locking part provided on a pivot front opposing side fixing part of the opening and closing part to restrain and release the other side of the opening and closing part; And The gabion hanger is used in the high seam construction method including a buckle for maintaining the binding force of the opening and closing part by the locking part when the gabion is connected to the locking part and frees the binding force of the opening and closing part when the gabion is dropped. The method according to claim 1, The hook is a gabion hanger used in the high seam construction method to be attached to the air-tight tool connected in a horizontal state in the middle of the sea is formed so as to hang the gabions at regular intervals by the H beam. The method according to claim 1, The opening and closing part is locked by the locking part by the weight of the gabion in the state where the gabion is suspended, and the masonry high-precision construction method having an inclined part which is formed to be inclined at the tip of the turning so as to be released from the locking part when the gabion hits the floor. Gabion hangers used for.