KR20170107291A

KR20170107291A - Prefabricated shoring structure

Info

Publication number: KR20170107291A
Application number: KR1020160031067A
Authority: KR
Inventors: 박광호
Original assignee: 박광호
Priority date: 2016-03-15
Filing date: 2016-03-15
Publication date: 2017-09-25
Also published as: KR101888737B1

Abstract

The present invention relates to a prefabricated steel plate cladding structure, and it is an object of the present invention to provide a prefabricated steel plate cladding structure which can be installed easily by using an assembly structure for preventing the collapse of the oyster part and the intrusion of water during the earth- To a prefabricated steel plate retaining structure.

Description

{PREFABRICATED SHORING STRUCTURE}

Generally, in the construction site, the earthworks is preceded by the earthworks to prevent the collapse of the oyster part during the earthquake-proofing work to build foundation of the earthquake relief.

In the one type of pile-type earth retaining method, a thumb pile is inserted by a method of inserting after piercing or puncturing at a predetermined interval, and a retaining structure is formed by joining an earth retaining member such as a soil plate to a thumb pile.

In order to prevent collapse, the wedge structure constructed as above has a wedge peg installed on the thumb pile to prevent the collapse, and a thumb pile is fixed on the ground, .

Korean Unexamined Patent Publication No. 10-2012-0115705 entitled "Soil-retaining structure using ground excavation earthwork" has been proposed as a conventionally proposed technique using this earth retaining method.

The conventional technology includes a first thermal earth retaining wall provided with a current plate on the support peg, a second thermal retaining wall spaced apart from the first thermal fixing wall by a predetermined distance, and a connection reinforcing member supporting the same.

Therefore, it is installed in the wall to prevent the collapse of the oyster to prevent it from being used in the construction site.

However, there is a problem in that it takes a lot of time and manpower due to a complicated work process when installing and dismantling, and a repetitive process is complicated in order to secure stability.

In addition, disassembly is complicated and breakage occurs, so that reuse is impossible, and additional processes such as filling of soil are generated.

SUMMARY OF THE INVENTION The present invention has been conceived to solve the problems as described above, and it is an object of the present invention to provide a method and a device for assembling a thumb pile and a wrist band on a ground, To prevent the collapse of the steel plate cladding structure.

It is still another object of the present invention to provide a prefabricated iron plate retention structure that can be easily combined and disassembled through screw connection, thereby saving time and reusing work.

It is still another object of the present invention to provide a prefabricated iron plate retaining structure capable of stably supporting a thumb pile by providing a wale band easily.

It is a further object of the present invention to provide a prefabricated iron plate retaining structure which is convenient to install a soil plate preventing the collapse of the oyster part and can install various soil plates according to the situation.

In order to achieve the above-mentioned object, the present invention provides a golf club head comprising: a plurality of thumb piles, each having an "H" shape having a hole formed on a front surface and a rear surface in a longitudinal direction, ; A turbulence plate coupled to side surfaces of the thumb pile buried in both sides to prevent collapse of the oyster part; A support plate inserted and fixed in the hole formed on the front surface of the thumb pile, a support plate protruding forward from an upper end of the support plate, and a reinforcing member having both the support plate and the support plate joined at both ends thereof; A wrist strap that is seated on the upper end of the brace and connects a plurality of thumb piles; An insertion portion inserted into the wale band, and a fixing member protruding from the insertion portion and formed of a protrusion coupled to the strut.

A plurality of first through holes formed on both side surfaces of the thumb pile and a second through hole formed on both sides of the fixing plate so as to correspond to the first through hole, wherein the first through hole and the second through hole are screw- It is preferable to fix it.

Wherein the support plate includes a third through-hole formed along a longitudinal direction of the strap and a fourth through-hole formed in the protrusion so as to correspond to the third through-hole, wherein the third through hole and the fourth through- As shown in Fig.

And a guide angle coupled to a side surface of the thumb pile and supporting the soil plate so as to be movable up and down.

The soil plate includes a rail having a rear surface in contact with the crown and a height formed on both sides of the front surface, a plurality of protection plates formed along the height direction between the rails, and a first fixing groove formed through the protection plate And a moving plate having a fixing plate, a guide member coupled to the rail so as to be movable up and down, and a second fixing groove formed in the upper and lower portions to correspond to the first fixing groove.

And a guide plate inserted into the lower portion of the moving plate and coupled to the second fixing groove located at the lower portion and protruding downward.

And a striking plate coupled to a second fixing groove formed at a lower portion of the moving plate and forwardly projecting the moving plate to the ground by impact and load.

According to the prefabricated steel plate cladding structure according to the present invention, the thumb pile, the earth plate, and the wale band installed for the trowel operation of the ground are screwed and assembled conveniently to prevent the bulging of the oyster part. There is an effect that can be increased.

In addition, according to the present invention, it is easy to combine and disassemble through screw coupling, which saves time and reuse.

Further, according to the present invention, it is convenient to install the strap in line with the extension and installation height of the strap, and there is an advantage that the thumb pile can be stably supported.

Finally, according to the present invention, it is convenient to install a dust-collecting plate for preventing collapse of the oyster part, and it is possible to easily prevent the collapse of the oyster part by installing the dust-collecting material on the ground through the dust-

1 is a perspective view showing a prefabricated iron plate earth retaining structure according to the present invention,
FIG. 2 is a cross-sectional view taken along the line A-A 'in FIG. 1,
3 is an exploded perspective view showing a coupling relation of a brace according to the present invention,
4 is a conceptual view showing various forms of the first, second, third, and fourth through holes according to the present invention;
FIG. 5 is a perspective view showing a soil plate according to the present invention, FIG.
FIG. 6 is a conceptual view showing the state of use of the dust receptacle according to the present invention,
7 is a perspective view showing an installation state according to the present invention,

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will now be described in detail with reference to the accompanying drawings of a prefabricated iron plate securing structure according to the present invention.

FIG. 2 is a cross-sectional view taken along the line A-A 'in FIG. 1, and FIG. 3 is a cross-sectional view illustrating a connection structure of a brace according to the present invention. 4 is a conceptual view showing various forms of through holes 1, 2, 3, 4 according to the present invention, FIG. 5 is a perspective view showing a soil plate according to the present invention, FIG. 6 is a cross- FIG. 7 is a perspective view showing an installation state according to the present invention. FIG.

As shown in FIGS. 1 to 6, the present invention relates to a prefabricated iron plate cladding structure, which is used to prevent the collapse of the oyster part and the intrusion of water during the climbing operation of the base of a building in the field of construction and civil engineering. And to a prefabricated iron plate retaining structure that can be easily installed using a wing assembly.

The prefabricated steel sheet retaining structure of the present invention is largely composed of five parts including a thumb pile 10, a current plate 20, a brace 30, a wale 40, and a fixing member 50.

The thumb pile 10 is formed in a longitudinal direction in which the holes 11 are formed in the front and rear surfaces in the longitudinal direction and a plurality of the piles 10 are embedded at regular intervals with the rear surface facing the direction of the crown portion 100.

Therefore, it is preferable that the thumb pile 10 is buried at a predetermined interval along the lateral direction so that the rear surface of the thumb pile 10 comes into contact with the crown portion 100.

The soil plate 20 is bonded to the side surfaces of the thumb pile 10 buried in both sides to prevent collapse of the oyster 100.

The soil plate 20 may be fixed to the side surface of the thumb pile 10 through various methods, but it is preferable that the soil plate 20 is fixed to the thumb pile 10 through the guide angle 13 so as to be movable up and down .

Therefore, the guide angle 13 is coupled to the side surface of the thumb pile 10 and supports the soil plate so as to be movable up and down.

In addition, the guide angle 13 is installed in the longitudinal direction of the thumb pile 10 in a "C" shape in accordance with the front, rear, or front and rear conditions of the soil plate 20.

The guide angle 13 may be provided to the thumb pile 10 through various methods but may be screwed to the guide angle 13 and the thumb pile 10 so as to facilitate the engagement and disassembly. It is preferable that an engaging groove is formed.

The strut 30 includes a strut 31 inserted into the hole 11 on the front surface of the thumb pile 10, a support plate 32 projecting forward from the upper end of the strut 31, And a reinforcing member having both ends of the support plate 31 and the support plate 32 coupled to each other.

The brace 30 may be inserted into the hole 11 formed in the thumb pile 10 and screwed to be fixed at the same height.

Therefore, the thumb pile 10 and the brace 30 are screwed together through the following structure.

A plurality of first through holes 12 are formed on both sides of the thumb pile 10 and the first through holes 12 are formed at positions corresponding to both sides along the longitudinal direction of the thumb pile 10 .

A second through hole 31a corresponding to the first through hole 12 is formed on both sides of the support plate 31. The support plate 31 is inserted into the hole, The first through hole 12 and the second through hole 31a are formed so as to be screwed on both sides and are fixed through screw connection.

The wale band 40 is seated on the upper end of the brace 30 to connect the plurality of thumb piles 10.

In this case, the wale band 40 is formed in the longitudinal direction and is seated on the support plate 32 so as to connect the plurality of embedded thumb piles 10.

The fixing member 50 includes an inserting portion inserted into the wale band 40 and a protruding portion 52 protruding from the inserting portion 51 and coupled to the strut 30.

Therefore, after inserting the inserting portion 51 into the protruding portion of the wristband 40, the protruding portion 52 is coupled with the supporting plate 32 to fix the wristband 40.

In addition, the fixing member 50 may be inserted into both sides of the wale band 40 and fixed to the support plate 32.

Here, the protrusion 52 and the support plate 32 may be coupled through various methods, but it is preferable that the protrusion 52 and the support plate 32 are formed by screwing so as to be easy to be coupled and disassembled and not to receive external interference.

As described above, the support plate 32 and the protrusion 52 are screwed together through the following structure.

A third through hole 32a is formed in the support plate 32 along the longitudinal direction of the wale band 40.

It is preferable that the third through holes 32a are formed along the longitudinal direction of the wale band 40 so that the fixing member 50 can be prevented from moving and rotating and firmly fixed.

The third through hole 32a is formed to be able to engage the fixing member 50 on both sides of the wale band 40. [

In addition, it is preferable that the screw coupled with the reinforcing member 33 through the third through hole 32a and the reinforcing member 33 are formed so as not to interfere with each other.

The protrusion 52 is formed with a fourth through hole 52a corresponding to the third through hole 32a.

The fourth through hole 52a is formed at a position corresponding to the third through hole 32a in a state where the reinforcing member 33 is coupled to the waleband 40. [

Therefore, the fixing member 50 is screwed with the braces 30 to fix the waleband 40.

As shown in FIG. 5, the first through-hole 12 and the second through-hole 31a can be easily coupled with the third through-hole 32a and the fourth through-hole 52a. Alternatively, it can be made of a groove.

Accordingly, the height, the spacing, and the spacing of the first, second, third, and fourth through holes 12, 31a, 32a, and 52a are adjusted to allow the thumb pile 11, the braces 30, At least one of them is formed as an elongated groove so as to easily engage with each other.

The first and second through holes 12 and 31a and the third and fourth through holes 32a and 52a have the same structure as the first and second through holes 12 and 31a, Through hole 31a will be described.

As shown in FIG. 5 (a), the first through hole 12 is formed as a groove and the second through hole 31a is formed as a groove coupled to the first through hole 12.

Here, the first through hole 12 and the second through hole 31a may be selectively changed.

Therefore, the second through-hole 31a can move in the longitudinal direction of the first through-hole 12 to adjust the height thereof and can be conveniently combined.

As shown in FIG. 5 (b), the first through-hole 12 and the second through-hole 31a are formed with grooves in the same direction.

Therefore, the first through hole 12 and the second through hole 31a can be easily adjusted in position along the longitudinal direction of the groove.

5 (a) and 5 (b), the first and second through holes 12 and 31a are moved in the height direction so that the ground sheath 30 can be adjusted to have the same height.

The third and fourth through holes 32a and 52a adjust the distance according to the width of the wale band 40 and move the wale band 40 at the upper portion of the bracing band 30 .

As shown in FIG. 5 (c), the first through hole 12 and the second through hole 31a are formed to cross each other.

Accordingly, when the first through hole 12 is formed with an elongated groove in the longitudinal direction, the second through grooves 31a are laterally grooved and intersect with each other to adjust their positions in four directions.

The longitudinal direction of the first through hole 12 and the second through hole 31a may be selectively changed.

That is, the first through hole 12 and the second through hole 31a are formed in the longitudinal direction and the width direction of the thumb pile 10 so that the position of the brace 30 can be adjusted according to the height and width have.

The third through hole 32a and the fourth through hole 52a are formed in the longitudinal direction and the width direction of the wale band 40 so that the fixing member 50 adjusts the tact position and the position of the band zone, can do.

The dust plate 20 is composed of a fixing plate 21 and a moving plate 25 so as to be able to move in the height direction to the guide angle 13 to prevent collapse of the oilgh part 100.

The fixing plate 21 includes a rail 22 formed on the opposite sides of the front surface thereof in a height direction and a plurality of protection plates 23 formed along the height direction between the rails 22, And a first fixing groove 24 formed through the protection plate 23.

The rail 22 is preferably formed on both sides of the fixed plate 21 so as to withstand the direction and the load while moving the moving plate 25 up and down.

Further, the protection plate 23 reinforces the first fixing groove 24 to be screwed with the moving plate 25, and the load can be dispersed when the moving plate 25 is moved.

The moving plate 25 includes a second fixing groove 27 formed to correspond to the first fixing groove 24 and having a guide member 26 coupled to the rail 22 so as to be movable up and down.

The moving plate 25 and the fixing plate 21 have the same size and the second fixing groove 27 is formed at the upper and lower portions so that the moving plate 25 can be engaged with the moving plate 25 regardless of the direction of the moving plate 25 .

The second fixing groove 27 is formed on the upper portion and the lower portion of the moving plate 25 and the second fixing groove 27 formed on the upper portion is screwed to the first fixing groove 24, do.

The rail 22 and the guide member 26 are preferably coated with lubrication, grease, or the like so that the upper and lower surfaces are freely movable.

That is, the first fixing groove 24 and the second fixing groove 27 will be described in detail.

First, the second fixing groove 27 is formed on the moving plate 25.

The first fixing groove 24 is formed at a position corresponding to the second fixing groove 27 so that the moving plate 25 and the fixing plate 21 can be aligned and fixed.

The first fixing groove 24 corresponds to the second fixing groove 27 so that the fixing plate 21 and the moving plate 25 can be fixed in a state where the moving plate 25 is embedded in the paper surface. As shown in FIG.

Here, the first fixing groove 24 may be fixed at a lower portion of the fixing plate 21 according to the installation environment.

Accordingly, the moving plate 25 and the holding plate 21 are prevented from moving arbitrarily when moving and installing the moving plate 25 and the holding plate 21, and can be easily transported and installed.

The moving plate 25 descends downward along the rail 22 when the moving plate 25 is put on the ground and the moving plate 25 collapses at a lower portion of the fixing plate 21, And the fixing plate 21 prevents collapse of the oyster 100 at the upper part.

The moving plate 25 is inserted into the ground, and the guide plate 28 protruding downward is coupled to the second fixing groove 27 located at the bottom.

The guide plate 28 is inserted into the lower portion of the moving plate 25 and is screwed into the second fixing groove 27 located at the lower portion.

Therefore, the guide plate 28 can be easily embedded by preventing the guide plate 28 from being twisted when the moving plate 25 is embedded in the ground.

And a striking plate 29 coupled to a second fixing groove 27 formed at a lower portion of the moving plate 25 and forwardly projecting the moving plate 25 downward by a stroke and a load .

Here, the striking plate 29 is protruded forward so that the striking plate 29 can be struck from the outside and the moving plate 25 can be stuck to the ground.

The striking plate 29 may be coupled to the moving plate 25 in the same manner as the guide plate 28.

The guide plate 28 and the striking plate 29 are screwed to each other to facilitate engagement and disengagement between the guide plate 28 and the striking plate 29, One or more.

Thus, the moving plate 25 can be conveniently buried in the correct position.

As shown in Fig. 7, the present invention is installed as follows.

A soil plate 20 is installed so as to prevent the collapse of the gullet portion 100 after embedding the thumb pile 10 on the ground and making a tear gas.

At this time, a brace 30 is coupled to the front of the thumb pile 10 so as to support a load applied by the oyster 100, a wale 40 is installed on the brace 30, Connect to the thumb pile (10).

Thereafter, the wale band 40 is coupled to the brace 30 through the fixing member 50 to prevent the wale band 40 from escaping, and the wale band 40 can be extended.

The wale band 40 thus installed is provided with a strut so as to fix the wale band 40 by burying a support on the front surface of the wale band 40 to disperse the load.

Then, the moving plate 25 of the soil plate 20 installed on the ground can be buried in a ground surface and then deeper can be disposed.

As a result, it is possible to save the cost and time because the earth retaining work is easier than the general retention work.

In addition, the material used is screwed to facilitate disassembly and reuse.

It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention as defined by the appended claims. It is obvious that you can do it.

10: Thumb pile 11: Hole
12: first through hole 12: guide angle
20: earth plate 21: fixed plate
22: rail 23: shroud
24: first fixing groove 25: moving plate
26: guide member 27: first fixing groove
28: guide plate 29: impact plate
30: strut 31: strut
31a: second through hole 32: support plate
32a: third through hole 33: reinforcing member
40: Welt 50: Fixing member
51: insertion portion 52:
52a: Fourth through hole 100: Oyster shell

Claims

A plurality of thumb piles (10) having an "H" shape having a hole (11) formed on a front surface and a rear surface in a longitudinal direction and having a rear surface facing the crown portion and being embedded at regular intervals on the ground;
A soil plate 20 coupled to the sides of the thumb pile 10 buried in both sides to prevent collapse of the oyster 100;
A support plate 32 inserted and fixed in the hole 11 formed on the front surface of the thumb pile 10 and a support plate 32 projecting forward from the upper end of the support plate 31, 31) and a reinforcing member (33) having both ends joined to the support plate (32);
A wale band 40 mounted on the upper end of the brace 30 to connect the plurality of thumb piles 10;
An insertion portion 51 inserted into the wristband 40 and a fixing member 50 formed of a protrusion 52 protruding from the insertion portion 51 and coupled to the brace 30. Prefabricated iron plate retaining structure.

The method according to claim 1,
A plurality of first through holes 12 formed on both sides of the thumb pile 10,
And a second through hole (31a) formed on both sides of the support plate (31) so as to correspond to the first through hole (12)
Wherein the first through hole (12) and the second through hole (31a) are fixed through a screw connection.

The method according to claim 1,
The support plate 32 is provided with a third through hole 32a formed along the longitudinal direction of the wale band 40,
The protrusion 52 includes a fourth through hole 52a formed to correspond to the third through hole 32a,
And the third through hole (32a) and the fourth through hole (52a) are fixed through a screw connection.

The method according to claim 1,
Further comprising a guide angle (13) coupled to a side surface of the thumb pile (10) and supporting the soil plate (20) so that the soil plate (20) can move up and down.

5. The method of claim 4,
The soil plate (20)
(22) formed on both sides of the front surface in contact with the rear surface of the crown portion (100), a plurality of protection plates arranged along the height direction between the rails (22) A fixing plate 21 having a first fixing groove 24 formed therein,
A moving plate 25 composed of a guide member 26 coupled to the rail 22 so as to be movable up and down and a second fixing groove 27 formed in the upper and lower portions to correspond to the first fixing groove, Wherein the reinforcing member is made of steel.

6. The method of claim 5,
Further comprising a guide plate (28) inserted into the lower portion of the moving plate (25) and coupled to the second fixing groove (27) located at the lower portion and protruding downward.

6. The method of claim 5,
Further comprising a striking plate 29 coupled to a second fixing groove 27 formed at a lower portion of the moving plate 25 and forwardly projecting the moving plate 25 to the ground by impact and load Wherein the prefabricated steel plate cladding structure comprises: