KR102050692B1 - Vertical hole shield housing having wall - Google Patents

Abstract

The present invention relates to a vertical hole shielding housing having a wall, capable of supporting a ceiling crane while forming a frame of a shielding housing constructed to shield dust scattered during vertical hole construction. The present invention comprises: horizontal shaped steel including bottom horizontal shaped steel, middle horizontal shaped steel, and top horizontal shaped steel disposed at predetermined intervals along a vertical direction; a plurality of vertical shaped steel arranged to connect the horizontal shaped steel in the vertical direction; a bottom joint fixed to the ground to connect the bottom horizontal shaped steel and the vertical shaped steel; a top joint disposed at the top of the bottom joint and connecting the top horizontal shaped steel and the vertical shaped steel; and a cross joint disposed between the top joint and the bottom joint to connect the middle horizontal shaped steel and the vertical shaped steel. Therefore, the present invention connects the horizontal shaped steel and the vertical shaped steel through the standardized bottom joint, the middle joint, and the top joint to shield to the height where the ceiling crane is installed, thereby preventing the scattering of dust and noise generated during the vertical hole construction.

Description

VERTICAL HOLE SHIELD HOUSING HAVING WALL}

The present invention relates to a vertical sphere shielding housing having a wall, and more particularly, a vertical sphere shielding having a wall capable of supporting a ceiling crane while forming a frame of a shielding housing constructed to shield dust or the like scattered during vertical sphere construction. Relates to a housing.

As is well known, vertical holes are a type of vertical tunnel that connects vertically from the ground to the ground to dig tunnels, vents, emergency passages and the like.

In addition, the vertical port serves as a path for transporting various equipment and construction materials from the ground to the ground, and discharges the soil and rock generated during the tunnel excavation to the ground. It also serves as a connection to the ground.

In recent years, anti-scattering films have been widely used to block dust scattered during excavation work or blasting work during vertical sphere construction.

As a related art related to the anti-scattering film of the Republic of Korea Utility Model No. 20-0314951 (Registration Date May 19, 2003) 'Development anti-scattering film for construction work' is disclosed, referring to Figure 9, the vertical frame is installed staggered (10) and the horizontal frame 20 is a summary of the technique of connecting the tissue paper of the reticulated tissue shape with the connecting member (30).

However, the above-described prior art may block dust scattered to the side to some extent in small or simple construction sites, but it may block noise generated during excavation and blasting in large and long construction sites such as vertical construction. There was a problem that could not be. In other words, in recent years, fine dust, noise, and work environment problems are largely raised, because in areas such as urban areas where work sites are not easily secured, there is an urgent need for countermeasures against noise as well as scattered dust.

Particularly, in the vertical sphere construction, a ceiling crane for transporting along the front and rear or right and left directions is installed to transport various excavation equipment and construction materials. In the above-described prior art, since there is no means for connecting the horizontal frame in the vertical direction, Problems such as difficult to install high up to height, the problem that can not block the noise generated during the construction of the vertical sphere at all, and bad weather such as strong winds, the paper was easily torn and scattered dust can not block.

In addition, the prior art has a problem in that the durability of the textile paper is difficult to be reused or recycled after a single use, so it is economically burdened and leads to environmental pollution.

(0001) Republic of Korea Utility Model Registration No. 20-0314951 (Registration date May 19, 2003)

The present invention has been made to solve the conventional problems as described above, the object of the present invention is to block the scattering and noise of dust generated during the vertical sphere construction, to support and shield the ceiling crane, and semi-permanently reusable wall It is to provide a vertical sphere shield housing having.

In order to achieve the above object, the present invention, in the vertical sphere shielding housing having a wall to shield the ceiling crane, the wall is a top horizontal steel, middle horizontal steel and bottom horizontal steel arranged at predetermined intervals along the vertical direction Horizontal steel including, a plurality of vertical steel disposed to connect the horizontal steel in the vertical direction, the first horizontal coupling groove formed on both left and right sides so that the ends of the bottom horizontal steel and the upper ends of the vertical steel are coupled A bottom joint fixed to the ground is provided with a first vertical coupling groove formed in the bottom, the third vertical coupling groove formed on both sides of the bottom joint so that the end of the vertical steel is coupled to the top of the bottom joint is coupled to the end of the top horizontal steel The top joint is provided with a third horizontal coupling groove formed on both left and right sides so as to be disposed between the top joint and the bottom joint And a cross joint provided with second vertical coupling grooves formed on both upper and lower sides of the vertical steel, and second horizontal coupling grooves formed on both the left and right sides of the middle horizontal steel. It is a technical idea that the top horizontal steel and the top joint are supported to be transported by rail.

In an embodiment of the present invention, the first vertical coupling groove of the bottom joint may be formed to be inclined outward at a predetermined angle with respect to the vertical line of the ground.

In an embodiment of the present invention, the first horizontal defect groove of the bottom joint may be provided with a first horizontal stopper to control the internal entry of the bottom horizontal steel.

In this case, the first horizontal stopper may be formed in the corner between the first horizontal coupling groove and the first vertical coupling groove.

In an embodiment of the present invention, the first vertical coupling groove of the bottom joint may be provided with a first vertical stopper to control the internal entry of the vertical steel.

In this case, the first vertical stopper may be formed in the corner between the first vertical coupling groove and the first horizontal coupling groove.

In an embodiment of the present invention, the second vertical coupling groove of the cross joint may be formed to be inclined outward at a predetermined angle with respect to the vertical line of the ground.

In an embodiment of the present invention, the second horizontal defect groove of the cross joint may be provided with a second horizontal stopper to control the internal entry of the middle horizontal steel.

In this case, the second horizontal stopper may be formed in the corner between the second horizontal coupling groove and the second vertical coupling groove.

In an embodiment of the present invention, the second vertical coupling groove of the cross joint may be provided with a second vertical stopper to control the internal entry of the vertical steel.

In an embodiment of the present invention, the third vertical coupling groove of the top joint may be inclined outward at a predetermined angle with respect to the vertical line of the ground.

In an embodiment of the present invention, the third horizontal coupling groove of the top joint may be provided with a third horizontal stopper to control the internal entry of the tower horizontal steel.

In this case, the third horizontal stopper may be formed in the corner between the third horizontal coupling groove and the third vertical coupling groove.

In an embodiment of the present invention, the third vertical coupling groove of the top joint may be provided with a third vertical stopper to control the internal entry of the vertical steel.

In this case, the third vertical stopper may be formed in the corner between the third vertical coupling groove and the third horizontal coupling groove.

In an embodiment of the present invention, the wall may include an outer wall and an inner wall connecting the horizontal steel and the vertical steel to the bottom joint, the middle joint and the top joint, wherein the ceiling crane has a lower height than the outer wall. It can be supported on top of the inner wall.

According to the present invention implemented by the above-mentioned solution, the wall connected to the horizontal steel and vertical steel through the standardized bottom joint, middle joint and the top joint serves as a frame for supporting the frame and ceiling crane of the vertical sphere shield housing As the crane is shielded to the height where the crane is installed, it can block the scattering and noise of the dust generated during the construction of the vertical sphere, and because of the standardized joints, it can be expected to improve the workability due to its excellent assemblability and can be reused semi-permanently after disassembly. It has a very useful effect to reduce cost and prevent pollution.

In addition, according to the present invention implemented by the above-described solutions, it is possible to expect the convenience of construction because the wall is formed as a double wall including the inner and outer walls and the ceiling rail is transportably connected to the inner wall, respectively. The stopper provided at the joints of the steel blocks the internal entry of the horizontal steel and the vertical steel, so the damage of the steel can be prevented due to interference, and the horizontal holes and the vertical steel can be easily positioned through the long holes formed in the joints. It is effective to actively respond to errors that may vary depending on the site environment.

In addition, according to the present invention implemented by the above-described solution, by reducing the space for parking the excavation equipment, the space for installing the crane and the space for securing the working radius of the crane, the vertical sphere construction site more easily There is an effect that can be secured.

In addition, according to the present invention implemented by the above-described solution, by collecting the dust generated during the vertical hole excavation process through the dust collector to improve the air quality inside the shielding housing, it is possible to more effectively block the dust scattered outside the shielding housing It has an effect.

1 is an elevation view according to an embodiment of the present invention.
2 is a cross-sectional view taken along the line AA of FIG.
3 is a perspective view of a top joint according to an embodiment of the present invention.
4 is a cross-sectional view of the top joint according to the embodiment of the present invention.
5 is a perspective view of a cross joint according to an embodiment of the present invention.
6 is a cross-sectional view of a cross joint according to an embodiment of the present invention.
7 is a perspective view of a bottom joint according to an embodiment of the present invention.
8 is a cross-sectional view of a bottom joint according to an embodiment of the present invention.
9 is an exemplary view showing a prior art.

In order to fully understand the present invention, preferred embodiments of the present invention will be described with reference to the accompanying drawings.

Embodiments of the invention may be modified in various forms, the scope of the invention should not be construed as limited to the embodiments described in detail below. This embodiment is provided to more completely explain the present invention to those skilled in the art.

Therefore, the shape of the components, etc. represented in the drawings may be exaggerated to emphasize a more clear description. It should be noted that the same members in each drawing are sometimes shown with the same reference numerals. In addition, detailed description of well-known functions and configurations that are determined to unnecessarily obscure the subject matter of the present invention will be omitted.

Hereinafter, with reference to the accompanying drawings, preferred embodiments of the present invention will be described in detail.

Wall of the vertical sphere shield housing according to an embodiment of the present invention, the horizontal horizontal steel including a bottom horizontal steel 110 and the middle horizontal steel 120 and the top horizontal steel 130 disposed at predetermined intervals along the vertical direction ( 100), a plurality of vertical steel 200 is arranged to connect the horizontal steel 100 in the vertical direction, the bottom joint 300 is fixed to the ground (1) connecting the bottom horizontal steel 110 and the vertical steel (200) ), A top joint 500 disposed between the bottom joint 300 and connecting the top horizontal steel 130 and the vertical steel 200, disposed between the top joint 500 and the bottom joint 300, and middle horizontal. And a cross joint 400 that connects the beam 120 and the vertical steel 200.

The horizontal steel 100 is roughly divided into a top horizontal steel 130, a middle horizontal steel 120 and a bottom horizontal steel 110 disposed at predetermined intervals along the vertical direction. The horizontal steel 100 is a structural rolled steel, it is preferable to be implemented as a 'I' or 'H' cross-section beam (beam), but if necessary various 'c', 'C', circular or other polygons, etc. It can be implemented as a cross-sectional beam.

A plurality of tab holes H are formed at the ends of the top horizontal steel 130, the middle horizontal steel 120, and the bottom horizontal steel 110 so that the bolts B to be described later are screwed together.

The vertical steel 200 is a structural rolled steel, it is preferable to be implemented as a beam of the 'I' or 'H' cross-sectional shape like the horizontal steel 100 described above, 'c', 'C', as needed Or it may be implemented as a beam of various cross-sectional shape, such as other polygons.

Here, the vertical steel 200 includes not only a vertical state disposed at right angles to the ground 1, but also a vertical state disposed at an angle of 20 to 40 ° with respect to the vertical line V of the ground 1.

Furthermore, looking at the reason for arranging the vertical steel 200 inclined with respect to the vertical line (V) of the ground (1), as shown in Figure 2, the ceiling crane (900) is transported along the rail at the height of the various excavation equipment And a compressive load acts as it is along the axial direction on the vertical steel 200 disposed perpendicular to the ground 1 when transporting construction materials, so that any one of the vertical steel 200 or the vertical steel 200 is Bending buckling may occur, but when the vertical steel 200 is inclined with respect to the vertical line V of the ground 1, the load acting on the vertical steel 200 is the top joint 500 and the cross joint 400. And since the bottom joint 300 is evenly distributed into the horizontal steel (100) because it can be expected excellent durability. As shown in FIG. 1, a plurality of top joints 500 are installed in the horizontal steel 130, and a plurality of bottom joints 300 are installed in the bottom horizontal steel 110 and two vertical steels 200 are installed in the top joint. ) Can be installed to be inclined at 20 to 40 ° with respect to the vertical line of the ground symmetrically to each other and the two vertical beams 200 in the bottom joint can be installed to be inclined at 20 to 40 ° with respect to the vertical line of the ground symmetrically to each other. . In addition, as shown in FIG. 1, the top joint 500 and the bottom joint 300 may have the same shape and the same size.

3 is a perspective view illustrating a bottom joint 300 according to an exemplary embodiment of the present invention, and FIG. 4 is a cross-sectional view of the bottom joint 300 according to an exemplary embodiment of the present invention.

The bottom joint 300 is fixed to the ground 1 as shown in FIG. 1 to connect the bottom horizontal steel 110 and the vertical steel 200. Here, the ground (1) is completed through the process of rubble compaction (2), flattened concrete (3), flattened concrete (3), which is cast on the ground concrete (3).

3 and 4, the bottom joint 300 is formed in a substantially 'ㅛ' shape, and the first horizontal coupling groove 310 is horizontally formed at both left and right ends of the bottom joint 300, and an upper surface thereof. The first vertical coupling groove 320 is vertically formed at both left and right sides.

The first horizontal coupling groove 310 is formed to penetrate in the horizontal direction so that the ends of the bottom horizontal steel 110 are coupled, and the bottom horizontal steel 110 is bolted through the bottom joint 300. It is fixed. In the bottom joint 300, a first horizontal long hole 311 is formed so as to be connected to the first horizontal coupling groove 310 so that the bolt B which is screwed into the tap hole H of the bottom horizontal steel 110 penetrates. do. The first horizontal hole 311 is formed long in the axial direction of the bottom horizontal steel 110 to adjust the position while moving the bottom horizontal steel 110 in the left and right directions.

The first vertical coupling groove 320 is formed to penetrate in the vertical direction so that the ends of the vertical steel 200 are coupled, and the vertical steel 200 is fixed by the bolt B passing through the bottom joint 300. . In the bottom joint 300, a first vertical long hole 321 is formed to connect to the first vertical coupling groove 320 so that the bolt B is screwed into the tap hole H of the vertical steel 200. . The first vertical long hole 321 is formed long in the axial direction of the vertical steel 200 to move the vertical steel 200 in the vertical direction to adjust the position.

Here, the first vertical coupling groove 320 includes a vertical state formed to be inclined at 20 to 40 ° with respect to the vertical line V of the ground 1 as well as a vertical state perpendicular to the ground 1. Referring to FIG. 1, both side first vertical coupling grooves 320 are inclined outward to form a symmetrical structure. As described above, the first vertical coupling groove 320 formed to be inclined serves to distribute the load acting on the vertical steel 200 to both bottom horizontal steel 110.

In addition, the bottom joint 300 is provided with a first horizontal stopper to control the position so that the bottom horizontal steel 110 no longer enters the inside, and the first horizontal stopper 312 is formed as shown in FIG. 4. 1 It is preferable that the horizontal coupling groove 310 and the first vertical coupling groove 320 is formed to protrude inward at a position close to the inconor (IC) or the inconor (IC).

In addition, the bottom joint 300 is provided with a first vertical stopper 322 to control the position so that the vertical steel 200 no longer enters the inside, and the first vertical stopper 322 is illustrated in FIG. 4. As described above, it is preferable that the first vertical coupling groove 320 and the first horizontal coupling groove 310 are formed to protrude inward at a position close to the inconor IC or the inconor IC.

5 is a perspective view showing a cross joint 400 according to an embodiment of the present invention, Figure 6 is an elevation view showing a cross joint 400 according to an embodiment of the present invention from the front.

5 and 6, the cross joint 400 is formed in a substantially '대략' shape is disposed between the bottom joint 300 and the top joint 500, the upper and lower sides of the cross joint 400 The second vertical coupling groove 420 is formed vertically, the second horizontal coupling groove 410 is formed horizontally on both left and right sides.

The second vertical coupling groove 420 is formed to penetrate in the vertical direction so that the ends of the vertical steel 200 are coupled, and the vertical steel 200 is fixed by a bolt B passing through the cross joint 400. . A second vertical long hole 421 is formed in the cross joint 400 so as to be connected to the second vertical coupling groove 420 so that the bolt B is screwed into the tap hole H of the vertical steel 200. . The second vertical long hole 421 is formed long in the axial direction of the vertical steel 200 to adjust the position while moving the vertical steel 200 in the vertical direction.

Here, the second vertical coupling groove 420 includes a vertical state that is inclined at an angle of 20 to 40 ° with respect to the vertical line V of the ground 1 as well as a vertical state that forms a right angle with the ground 1. As described above, the second vertical coupling groove 420 formed to be inclined serves to disperse the load acting on the vertical steel 200 to both middle horizontal steel 120.

The second horizontal coupling groove 410 is formed in the horizontal direction, the ends of the middle horizontal steel (120) is coupled, the middle horizontal steel (120) is fixed by a bolt (B) passing through the cross joint 400 . A second horizontal long hole 411 is formed in the cross joint 400 so as to be connected to the second horizontal coupling groove 410 so that the bolt B, which is screwed into the tap hole H of the middle horizontal steel plate 120, passes through the cross joint 400. do. The second horizontal long hole 411 is formed long in the axial direction of the middle horizontal steel plate 120 to adjust the position while moving the middle horizontal steel plate 120 in left and right directions.

In addition, the cross joint 400 is provided with a second horizontal stopper 412 to control the position so that the middle horizontal steel 120 no longer enters the inside, and the second horizontal stopper 412 is illustrated in FIG. 6. As shown in the drawing, the inner horizontal protrusion 410 and the second vertical coupling groove 420 are preferably formed to protrude inward at a position close to the inconor IC or the inconor IC.

In addition, the cross joint 400 is provided with a second vertical stopper 422 to control the position so that the vertical steel 200 no longer enters the inside, and the second vertical stopper 422 is illustrated in FIG. 6. As shown in the drawing, the inner horizontal protrusion 410 and the second vertical coupling groove 420 are preferably formed to protrude inward at a position close to the inconor IC or the inconor IC.

7 is a perspective view illustrating a top joint 500 according to an embodiment of the present invention, and FIG. 8 is a cross-sectional view of the top joint 500 cut from the front.

The top joint 500 forms an upper end of the wall as shown in FIG. 1 to connect the top horizontal steel 130 and the vertical steel 200. 2, a roof panel 600 is connected to an upper portion of the top joint 500, and a solar cell 800 is mounted on an outer surface of the roof panel 600 to convert solar energy into electrical energy. The electrical energy stored at 800 may be used as a necessary power of the shielding housing.

In addition, a dust collector composed of a ventilation system and a filter may be added to the vicinity of the entrance of the vertical port (VH) or the wall or ceiling of the shielding housing, and is shielded by collecting dust generated during the excavation process of the vertical hole (VH) through the dust collector. The air quality inside the housing can be improved, and dust scattered outside the shielding housing can be blocked more efficiently.

At this time, the dust collector is operated through the electrical energy stored from the solar cell 800, by using the pollution-free energy as a power source to provide a more environmentally friendly working environment by removing dust generated during construction.

Referring to FIGS. 7 and 8, the top joint 500 is formed in an approximately '? Shape, and third horizontal coupling grooves 510 are horizontally formed at both left and right ends of the top joint 500, and the bottom left and right sides The third vertical coupling groove 520 is vertically formed at both sides.

The third horizontal coupling groove 510 is formed to penetrate in the horizontal direction so that the ends of the top horizontal steel 130 are coupled, and the top horizontal steel 130 is formed by a bolt B passing through the top joint 500. It is fixed. A third horizontal long hole 511 is formed in the top joint 500 so as to be connected to the third horizontal coupling groove 510 so that the bolt B is screwed into the tap hole H of the top horizontal steel 130. do. The third horizontal long hole 511 is formed long in the axial direction of the tower horizontal steel 130 to adjust the position while moving the tower horizontal steel 130 in the left and right directions.

The third vertical coupling groove 520 is formed in the vertical direction, and the upper end of the vertical steel 200 is coupled, and the vertical steel 200 is fixed by the bolt B passing through the top joint 500. In the top joint 500, a third vertical long hole 521 is formed so as to be connected to the third vertical coupling groove 520 so that the bolt B is screwed into the tap hole H of the vertical steel 200. . The third vertical long hole 521 is formed to be elongated in the axial direction of the vertical steel 200 to adjust the position by moving the vertical steel 200 in the vertical direction.

Here, the third vertical coupling groove 520 includes a state in which the third vertical coupling groove 520 is inclined at 10 to 30 ° with respect to the vertical line V of the ground 1 as well as a state in which the third vertical coupling groove 520 is perpendicular to the ground 1. Referring to FIG. 1, both side third vertical coupling grooves 520 are inclined outward to form a symmetrical structure. As such, the third vertical coupling groove 520 formed to be inclined serves to distribute the load acting on the vertical steel 200 to both top horizontal steels 130.

And the top joint 500 is provided with a third horizontal stopper 512 to interrupt the position so that the top horizontal steel 130 no longer enters the interior, such a third horizontal stopper 512 is shown in FIG. As shown in the drawing, the third horizontal coupling groove 510 and the third vertical coupling groove 520 are preferably formed to protrude inward at a position close to the inconor IC or the inconor IC.

In addition, the top joint 500 is provided with a third vertical stopper 522 to control the position so that the vertical steel 200 no longer enters the inside, and the third vertical stopper 522 is illustrated in FIG. 8. As described above, it is preferable to be formed to protrude inward at a position close to the inconor IC or the inconor IC between the third vertical coupling groove 520 and the third horizontal coupling groove 510.

As such, the ceiling crane 900 is supported on the top of the top joint 500 and the top horizontal steel 130 to which the top joint 500 is connected. As shown in FIG. 2, the top crane 500 and the two top joints 500 are connected to each other. Rail 910 is installed on the upper portion of the top horizontal steel 130 is connected, the girder 920 is connected to be transported along both rails (910). The girder 920 is equipped with a moving cart 930, a cram cell 940, a hoist 950, and the like, which are each driven by a motor (not shown).

In the construction of the vertical sphere (VH) according to the conventional method, the space for loading construction materials for the vertical sphere, the space for parking the excavation equipment waiting for work, the space for installing the crane, and the space for securing the working radius of the crane Although required, in the embodiment of the present invention by using the overhead crane 900 installed on the vertical sphere (VH), the space for parking the excavation equipment, the space for installing the crane and the space for securing the working radius of the crane Since it can be greatly reduced, it is possible to more easily secure the construction site.

FIG. 2 is a cross-sectional view illustrating only the cut line A-A of FIG. 1.

As described above, the finishing panel 700 is fixed by bolting on the outer surface of the wall connected by the horizontal steel 100, the vertical steel 200, the bottom joint 300, the cross joint 400 and the top joint 500. Clean the fastener shielding housing neatly.

On the other hand, the present invention, as shown in Figure 2, the horizontal wall (100), vertical steel (200), the bottom joint 300, the outer joint OW connected to the cross joint 400 and the top joint 500 And an inner wall IW made of a height lower than this outer wall OW. In this case, a rail 910 is installed at the top of the top joint 500 and the top horizontal steel 130 constituting both inner walls IW, and the girder 920 is connected to the both rails 910.

The overall construction process of the present invention configured as described above will be described in detail with reference to the accompanying drawings.

First, the bottom joint 300 is seated on the ground 1 to be fixed to the foundation concrete 4, and end portions of the bottom horizontal steel 110 are respectively fixed to both first horizontal coupling grooves 310 of the bottom joint 300. After coupling, the bolt B penetrating into the first horizontal hole 311 is screwed into the tap hole H of the bottom horizontal steel 110 to fix the bottom horizontal steel 110 to the bottom joint 300. At this time, the bottom horizontal steel 110 may adjust the position while moving in the left and right directions by the first horizontal hole (311).

After coupling the ends of the vertical steel 200 to the first vertical coupling grooves 320 on both sides of the bottom joint 300, the bolt B passing through the first vertical long hole 321 may be formed in the vertical steel 200. The vertical hole 200 is fixed to the bottom joint 300 by screwing to the tap hole H. At this time, the vertical steel 200 may adjust the position while moving in the vertical direction by the first vertical long hole 321.

Here, the middle horizontal steel 120, the top horizontal steel 130, the vertical steel 200 can be adjusted by moving in the vertical direction and the left and right directions by the vertical and horizontal holes formed in each joint to be coupled, Omit the action.

Subsequently, the second vertical coupling groove 420 provided at the bottom of the cross joint 400 is coupled to the outer end of the vertical steel 200 coupled to the first vertical coupling groove 320 of the bottom joint 300. The bolt B penetrating into the second vertical long hole 421 is screwed into the tap hole H of the vertical steel 200, and a new bolt is inserted into the second vertical coupling groove 420 provided in the upper portion of the cross joint 400. After coupling the ends of the vertical steel 200, the bolt B penetrating into the second vertical long hole 421 is screwed into the tap hole (H) of the vertical steel (200).

In addition, the ends of the middle horizontal flat steel 120 are respectively coupled to the second horizontal coupling grooves 410 on both sides of the cross joint 400, and then the middle horizontal flat steel 120 passes through the bolts B that penetrate the second horizontal long hole 411. The middle horizontal flat steel 120 is fixed by screwing in the tap hole (H) of the.

Referring to FIG. 1, the cross joint 400 may include a plurality of cross joints 400 having a predetermined interval along a vertical direction to connect the plurality of vertical steels 200 and the middle horizontal steels 120 according to the height of the wall.

Next, after coupling the third vertical coupling groove 520 on both sides of the top joint 500 to the outer end of the vertical steel 200 coupled to the second vertical coupling groove 420 of the cross joint 400, the third horizontal long hole A bolt B penetrating through 511 is screwed into the tap hole H of the vertical steel 200, and an end of the top horizontal steel 130 is formed in the third horizontal coupling grooves 510 on both sides of the top joint 500. After coupling to the bolt (B) penetrating through the third horizontal long hole 511 is screwed to the tap hole (H) of the top horizontal steel (130).

By repeating the above-described series of processes in the left and right directions, the frame of the wall is formed as shown in FIG. 1.

Subsequently, the rail 910 is long installed on the top surface of the top joint 500 and the top horizontal steel 130 connected thereto, and the girder 920 is connected to both rails 910.

Finally, fixing the finishing panel 700 to the outer surface of the frame formed as described above is completed by the wall.

As described above, a closed circuit television (CCTV) is installed inside the shielded housing constructed by the wall to monitor in the central control room. In the central control room, the ceiling crane 900 or the like is remotely controlled to operate the vertical sphere (VH). The construction process of) can be integratedly managed.

Embodiments of the present invention described above are merely exemplary, and those skilled in the art will appreciate that various modifications and equivalent other embodiments are possible therefrom.

Therefore, it will be understood that the present invention is not limited to the forms mentioned in the above detailed description.

Therefore, the true technical protection scope of the present invention will be defined by the technical spirit of the appended claims. It is also to be understood that the present invention includes all modifications, equivalents, and substitutes within the spirit and scope of the invention as defined by the appended claims.

1: ground 110: bottom horizontal steel
120: middle horizontal steel 130: horizontal horizontal steel
200: vertical steel 300: bottom joint
310: first horizontal coupling groove 311: first horizontal slot
312: first horizontal stopper 320: first vertical coupling groove
311: first vertical long hole 322: second vertical stopper
400: cross joint 410: second horizontal coupling groove
411: second horizontal long hole 412: second horizontal stopper
420: second vertical coupling groove 421: second vertical long hole
422: second vertical stopper 500: top joint
510: third horizontal coupling groove 511: third horizontal slot
512: third horizontal stopper 520: third vertical coupling groove
511: third vertical long hole 512: third vertical stopper
600: roof panel 700: finishing panel
800: solar cell 900: ceiling crane
920 girder V: vertical line
VH: Vertical Sphere

Claims (16)

In the vertical sphere shielding housing having a wall to shield the ceiling crane,
The wall is a horizontal steel including a top horizontal steel, a middle horizontal steel and a bottom horizontal steel arranged at predetermined intervals along a vertical direction, a plurality of vertical steels arranged to connect the horizontal steel in the vertical direction, the horizontal horizontal type First horizontal coupling grooves formed on both left and right sides to allow bolt coupling with the ends of the steel, and first vertical coupling grooves formed at both sides of the upper end to allow bolt coupling with the ends of the vertical steel and inclined at 20 to 40 ° with respect to the vertical line of the ground. A bottom joint fixed to the ground and provided with a coupling groove, a third horizontal coupling groove formed on both left and right sides so as to be bolted to an end of the top horizontal steel and bolted to the top of the bottom joint, and a bolt coupling with an end of the vertical steel is provided. Columns with a third vertical coupling groove which is formed on both sides of the lower side so as to be possible and inclined at 20 to 40 ° with respect to the vertical line of the ground A second vertical coupling groove which is disposed between the top joint and the bottom joint and the bottom joint to be bolted to the end of the vertical steel, and the bolts formed on both the left and right sides of the middle horizontal steel to allow the bolt to be coupled to the end of the middle horizontal steel. 2 includes a cross joint provided with a horizontal coupling groove,
Two vertical steels are installed on the top joint, which are installed in the top horizontal steel, inclined at 20 to 40 ° with respect to the vertical line of the ground, and two vertical steels are installed on the bottom horizontal steel. These are installed symmetrically with respect to the vertical line of the ground at an angle of 20 to 40 °,
The bottom joint and the top joint is the same shape,
The ceiling crane is a vertical sphere shielding housing having a wall, characterized in that supported by the rail to the upper portion of the top horizontal steel and the top joint. The method according to claim 1,
The bottom joint and the top joint is a vertical sphere shielding housing having a wall, characterized in that the same standard. The method according to claim 1,
The first horizontal defect groove of the bottom joint is a vertical sphere shielding housing having a wall, characterized in that the first horizontal stopper is provided to control the internal entry of the bottom horizontal steel. The method according to claim 3,
The first horizontal stopper is a vertical sphere shielding housing having a wall, characterized in that formed in the corner between the first horizontal coupling groove and the first vertical coupling groove. The method according to claim 1,
The first vertical coupling groove of the bottom joint is a vertical sphere shielding housing having a wall, characterized in that the first vertical stopper is provided to control the internal entry of the vertical steel. The method according to claim 5,
The first vertical stopper is a vertical sphere shielding housing having a wall, characterized in that formed in the corner between the first vertical coupling groove and the first horizontal coupling groove. delete The method according to claim 1,
And a second horizontal stopper is provided in the second horizontal defect groove of the cross joint to control the internal entry of the middle horizontal steel. The method according to claim 8,
And the second horizontal stopper is formed in the corner between the second horizontal coupling groove and the second vertical coupling groove. The method according to claim 1,
And a second vertical stopper provided in the second vertical coupling groove of the cross joint to control the internal entry of the vertical steel. delete The method according to claim 1,
And a third horizontal stopper is provided in the third horizontal coupling groove of the top joint to intercept the internal entry of the top horizontal steel. The method according to claim 12,
The third horizontal stopper is a vertical sphere shielding housing having a wall, characterized in that formed in the corner between the third horizontal coupling groove and the third vertical coupling groove. The method according to claim 1,
And a third vertical stopper is provided in the third vertical coupling groove of the top joint to interrupt the internal entry of the vertical steel. The method according to claim 14,
And the third vertical stopper is formed in the corner between the third vertical coupling groove and the third horizontal coupling groove. The method according to claim 1,
The wall includes an outer wall and an inner wall connecting the horizontal and vertical steel to the bottom joint, the middle joint and the top joint,
The ceiling crane is a vertical sphere shielding housing having a wall, characterized in that supported on top of the inner wall to form a lower height than the outer wall.

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