KR200237007Y1 - Reinforcement structure of the water tank - Google Patents

Abstract

The present invention relates to a water tank installed in a rooftop or underground. More specifically, the reinforcement is performed from the outside to maximize the securing of internal space, to facilitate internal cleaning, and to prevent water from being corroded. It relates to a reservoir reinforcement structure that can significantly reduce the manufacturing cost due to the simple installation structure and installation work.

The present invention is bent in a concave-convex shape to form a foundation wall, each deck plate 21 is formed with a joining blade (21a) at both ends; Plates 22 for vertically connecting each deck plate 21 to each other; A vertical beam 23 and a horizontal beam 23 'for externally bonding and supporting the deck plate 21; A reinforcing vertical beam 24 and a reinforcing horizontal beam 24 'installed in a lattice form between the vertical beam 23 and the horizontal beam 23' to reinforce the supporting force of the deck plate; An insulating material 25 inserted into a stepped space between the vertical and horizontal beams 23 and 23 'and the reinforcement vertical and horizontal beams 24 and 24'; And an exterior plate 26 covering the outer wall including the thermal insulation material 25.

Description

Reinforcement structure of the water tank}

The present invention relates to a water tank installed in a rooftop or underground. More specifically, the reinforcement is performed from the outside to maximize the securing of internal space, to facilitate internal cleaning, and to prevent water from being corroded. It relates to a reservoir reinforcement structure that can significantly reduce the manufacturing cost due to the simple installation structure and installation work.

Generally, residential buildings such as public buildings or apartments have a water tank installed in the rooftop or basement for central supply of living water.

These reservoirs have various restrictions on their materials, specifications, or reinforcement structures to prevent the deterioration of large and stored water and to withstand large water pressure to secure proper low capacity.

With reference to Figures 1 to 3 looks at one example of a conventional reservoir.

As shown in the drawing, the conventional water tank 10 includes a bottom plate 11 having a drainage path 11a formed at the center, an outer frame 12 installed vertically on the bottom plate, and a plurality of outer walls and ceiling walls installed on the outer frame. Exterior plates 13 and 13 ', a plurality of vertical stiffeners 14 and horizontal stiffeners 15 installed therein, a bracket 16 for supporting the vertical and horizontal stiffeners, and the exterior plates 13 and 13 ') Covering the heat insulating material (not shown), the structure is a structure installed on the base concrete (1).

Reference numeral 17 denotes a manhole, 18 vent, and 19 LADDER.

Since the materials are installed in contact with water, they are made of stainless steel and argon welding is performed. In addition, the exterior plates 13 and 13 'are embossed at the center thereof and have a reinforcing structure and are molded by a mold.

By the way, such a conventional reservoir 10 had a number of problems as follows.

That is, the exterior plates 13 and 13 'are welded and installed on the outer frame 12 therein, and the vertical reinforcement 14 and the horizontal reinforcement 15 and the bracket 16 for supporting the vertical and horizontal reinforcement are also internal. Due to the welding installation in the office, working in an enclosed interior space is quite demanding and causes safety accidents such as poisoning of toxic gases.

In addition, if the water is filled in the completed reservoir tank can withstand the water pressure by a number of reinforcement material, but the plurality of reinforcement is always submerged in water and pinched, especially the welded portion of the exterior plate or reinforcement is corroded There is a problem that can not be solved fundamentally worsened water quality or defects in the reinforcement structure.

In addition, in the case of regular internal cleaning, the use of the work space is limited by the complicated reinforcement, and there was a closure that the cleaning work becomes difficult.

In addition, the exterior plates 13 and 13 'may be deformed or departed at high water pressure by being reinforced only by the embossed portion.

The present invention is devised to solve the above problems, the object of the present invention is that the reinforcement of the reservoir is made from the outside and the welding operation is also made from the outside, to maximize the securement of the internal space and easy to clean the inside of the It is possible to protect the water quality by minimizing corrosion and scale, and to provide a reservoir reinforcement structure that is easy to maintain and can significantly reduce manufacturing costs due to the simple installation structure and installation work.

Reservoir tank reinforcement structure of the present invention for achieving the above object is a bent plate is formed in the concave-convex shape so that the joint wings are formed at both ends, each of the deck plate is welded to each other to form a wall, the plate to weld the deck plate to the upper and lower ends And horizontal and vertical reinforcing beams installed horizontally and vertically between vertical beams and horizontal beams, vertical beams and horizontal beams for welding and supporting the deck plate from the outside, and horizontal and vertical reinforcing beams for horizontally supporting the deck plate. Characterized in that it comprises a structure including an insulation plate installed in the stepped space, and an outer plate to cover the outer wall including the insulation.

The present invention having the above configuration is reinforced by reinforcing externally and facilitates assembly work, and since no reinforcing structure or welding part is formed therein, the inner space is secured and the corrosion part is not provided. It becomes impossible, and the effect of easy maintenance, such as a post cleaning, is exhibited.

1 is a partially cutaway perspective view showing a conventional water tank configuration,

Figure 2 is a perspective view schematically showing a reservoir according to the present invention,

3 is a perspective view of the deck plate according to the present invention,

4 is a plan view of FIG.

5 is a front view of FIG. 2;

6 is a side cross-sectional view of the installation state of the present invention,

7 and 8 are a plan view and a perspective view showing a modification of the deck plate according to the present invention,

9 is a partial perspective view showing a horizontal bonding method of the deck plate according to the present invention.

<Explanation of symbols for main parts of drawing>

10,20: reservoir 11: bottom plate

11a: Drainage 12: External Frame

13,13 ': exterior plate 14: vertical reinforcement

15: Horizontal reinforcement 16: Bracket

17: manhole 18: vent

19: Leather 21,21 ', 21', 21 '': Deck Plate

22: plate 23: vertical beam

23 ': horizontal beam 24: reinforced vertical beam

24 ': reinforced horizontal beam 25: insulation

26: exterior plate

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

Figure 2 is a perspective view schematically showing the skeleton of the reservoir according to the present invention, Figure 3 is a perspective view of the deck plate according to the present invention, Figure 4 is a plan view of Figure 2, Figure 5 is a front view of the installation state of Figure 2, Figure 6 Side view of the installation state of the present invention.

As shown, the reinforcement structure of the water storage tank 20 of the present invention includes a deck plate 21 for forming a foundation wall, a plate 22 for vertically joining the deck plate, and a vertical plate for externally supporting the deck plate. A reinforcing vertical beam 24 and a reinforcing horizontal beam 24 ', which is installed in a lattice form between the beam 23 and the horizontal beam 23', the vertical beam and the horizontal beam to reinforce the supporting force of the deck plate, Insulating material 25 is inserted into the space where the vertical horizontal reinforcing beam is stepped, and includes an outer plate 26 to cover the outer wall including the insulating material.

The deck plate 21 is bent in a concave-convex shape so that the joining wings 21a are formed at both ends, and the deck plate 21 is preferably about 1 m × 1 m in width and length, and is press-molded in a stainless material.

In addition, the deck plate 21 is based on a structure in which the uneven portion is inclined, but as shown in FIG. As shown in FIG. 9, the structure of the deck plate 21 ′ in which the uneven portion is formed at right angles is also possible, and as shown by reference numeral 21 ″ in FIG. 9, the length of the deck plate 21 ′ may be long.

The bonding plate 22 has the uneven width of the deck plate 21.

The vertical beam 23 and the horizontal beam 23 'are preferably H beams, and the vertical beam 23 is used for the intermediate part between the four corners and the corners, and the horizontal beam 23' is doubled below the wall. Used as

The reinforcement vertical beam 24 and the reinforcement horizontal beam 24 'are preferably a U-shaped angular steel tube and preferably have a width smaller than the width of the vertical and horizontal beams 23 and 23'.

It is preferable that the heat insulating material 25 is polyethylene urethane foam.

The exterior plate 26 is a color sheet plate.

It describes the installation method and the effect of the subject innovation of the above configuration.

First, the basic skeleton of the reservoir is formed using the vertical beam 23 and the horizontal beam 23 ', and each deck plate 21 is welded to the outside.

That is, the deck plate 21 is welded and horizontally connected in a state in which the joining blades 21a formed on both sides thereof coincide with each other, and the deck plate horizontally connected to the vertical beams 23 and the joining blades 21a are horizontally connected. It is supported by welding to the horizontal beam 23 '.

In this state, the deck plate 21 is vertically connected and connected in multiple stages.

That is, the outer wall is finally completed by joining the new deck plate 21 on the plate 22 in multiple stages through the above-described installation method in the state in which the plate 22 is welded onto the previously installed deck plate 21.

In this case, the deck plates 21 and 21 'are basically connected to each other vertically, but may be horizontally connected and bonded as shown in FIG.

Next, the reinforcement vertical beam 24 and the reinforcement horizontal beam 24 'are provided and reinforced at predetermined intervals between the vertical beam 23 and the horizontal beam 23'.

Then, a stepped space portion is formed by different widths of the vertical horizontal beams 23, 23 'and the reinforcement vertical horizontal beams 24, 24', and when the insulating material 25 is inserted through the space portion, A matching flat outer wall is formed which does not protrude.

Finally, the exterior plate 26 is covered.

The bottom plate does not need to have a separate reinforcement structure because it is supported on the foundation concrete (1), and because the ceiling plate also does not receive water pressure, it does not have to have a separate reinforcement structure.

Reservoir 20 in the present application is also configured as a basic manhole, vent, leather, drain, and the like.

The reinforcing structure of the present application is reinforced by reinforcing externally and the installation work is very easy, and no reinforcing structure or welding part is formed inside, the internal space is secured and corrosion area It will not have, and easy maintenance, such as post-cleaning, the external reinforcing material is reduced manufacturing costs by not having to use a particularly expensive stainless steel.

In addition, the deck plate 21 is exhibited sufficient reinforcement by itself by the structure bent in the concave-convex shape.

As described above, the water tank reinforcement structure of the present invention includes a plurality of deck plates that are bent and formed into an uneven shape to form a foundation wall, a plate for vertically joining and connecting the deck plates, and a vertical horizontal for externally supporting the deck plates. Reinforcing vertical horizontal beam which is installed in the form of lattice between the beam and the vertical horizontal beam to reinforce the supporting force of the deck plate, a heat insulating material inserted into a space where the vertical horizontal beam and the vertical horizontal reinforcing beam are stepped, and the outer wall including the insulating material By including the exterior plate to be exterior, the reinforcement is performed externally and the welding operation is also performed externally, maximizing the securement of the internal space, easy internal cleaning, and minimize the corrosion and scale of the internal water It can be protected and the installation structure and installation work are simple, In addition to being able to reduce width, maintenance is easy.

The present invention is not limited to the embodiments described, it is apparent to those skilled in the art that various modifications and variations can be made without departing from the spirit and scope of the present invention.

Therefore, such modifications or variations will have to belong to the utility model registration claims of the present invention.

Claims (3)

Each deck plate 21 is bent in a concave-convex shape to form a base wall, the junction blades 21a are formed at both ends; Plates 22 for vertically connecting each deck plate 21 to each other; A vertical beam 23 and a horizontal beam 23 'for externally bonding and supporting the deck plate 21; A reinforcing vertical beam 24 and a reinforcing horizontal beam 24 'installed in a lattice form between the vertical beam 23 and the horizontal beam 23' to reinforce the supporting force of the deck plate; An insulating material 25 inserted into a stepped space between the vertical and horizontal beams 23 and 23 'and the reinforcement vertical and horizontal beams 24 and 24'; And Reinforcing structure of the water tank, characterized in that consisting of; an outer plate (26) for covering the outer wall including the insulating material (25). The vertical beam 23 and the horizontal beam 23 'are H beams, and are used for intermediate portions between four corners and corners, and the horizontal beam 23' is doubled below the wall. Reinforcement structure of the reservoir, characterized in that used. 2. The reinforcement structure of a reservoir according to claim 1, wherein the reinforcement vertical beam (24) and the reinforcement horizontal beam (24 ') are K-shaped angular steel pipes.