KR101783757B1 - Lining block embedded concrete and tank constructing method using thereof - Google Patents

Lining block embedded concrete and tank constructing method using thereof Download PDF

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Publication number
KR101783757B1
KR101783757B1 KR1020160011669A KR20160011669A KR101783757B1 KR 101783757 B1 KR101783757 B1 KR 101783757B1 KR 1020160011669 A KR1020160011669 A KR 1020160011669A KR 20160011669 A KR20160011669 A KR 20160011669A KR 101783757 B1 KR101783757 B1 KR 101783757B1
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KR
South Korea
Prior art keywords
concrete
block
lining
upper side
structure block
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KR1020160011669A
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Korean (ko)
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KR20170091222A (en
Inventor
김헌기
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삼원폴리텍(주)
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Priority to KR1020160011669A priority Critical patent/KR101783757B1/en
Publication of KR20170091222A publication Critical patent/KR20170091222A/en
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D90/00—Component parts, details or accessories for large containers
    • B65D90/02—Wall construction
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D88/00—Large containers
    • B65D88/02—Large containers rigid
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D90/00—Component parts, details or accessories for large containers
    • B65D90/02—Wall construction
    • B65D90/04—Linings
    • B65D90/041—Rigid liners fixed to the container
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/02—Containers for fluids or gases; Supports therefor
    • E04H7/18—Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material

Abstract

According to the present invention, there is provided a method of manufacturing a concrete structure, A second step in which a concrete built-in lining block corresponding to a wall, a column, a beam, and a slab previously formed on the upper side of the bottom surface is assembled into a water tank structure; A third step in which jointing is performed through extrusion welding to a corresponding portion of the concrete lining block corresponding to the inner joint portion and the corner portion of the wall, column, beam, and slab, and sealing test is performed through the pin hole test; A fourth step in which concrete is placed at a predetermined height on the upper side of the bottom surface corresponding to the inner side of the water tank structure and the floor lining sheet is impregnated and installed on the upper side of the concrete; And a fifth step in which a sealing test is carried out through a pinhole test and a joint connection through extrusion welding to a contact portion between the concrete lining block and the floor lining sheet corresponding to the wall and the column, Method is provided.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a concrete block,

The present invention relates to a lining block with built-in concrete and a method of constructing a water tank using the same. More particularly, the present invention relates to a method of constructing a concrete block, The present invention relates to a lining block having a built-in concrete lining block and a method of constructing a water storage tank using the lining block.

The storage tank for storing water, medicines, and other fluids such as wastewater at a place such as a power plant, a medium-sized building, and a wastewater treatment plant is manufactured and used in various materials and various shapes according to the type, storage amount, Concrete structures are widely applied.

These concrete structures have the advantage of high strength and durability and have a long useful life. However, when they are used without any treatment such as lining, the storage tends to penetrate into the concrete structure and cracks are likely to occur, .

In order to solve the above-mentioned problems, the patent document No. 10-1170286 discloses a method for manufacturing a lining structure, comprising: a step of assembling a plurality of stainless steel panels while maintaining a skeleton of a hexahedron or a cylinder shape to complete a lining structure; The method comprising the steps of: welding the mesh; creating a form and filling the concrete with a predetermined depth into the form; and inserting the wire mesh located at the bottom of the lining structure into the interior of the concrete filled in the step The method comprising the steps of: placing a lining structure having a mesh bonded therein inside the mold; integrating the concrete structure outside the lining structure by curing the concrete filled in the spacing space between the formwork and the lining structure; The moldings are separated from the lining structure A step of manufacturing a water tank in which a concrete structure is integrated, and the like.

However, in the conventional method of manufacturing the reservoir, the mold is formed so as to support the lining structure as described above, so that the concrete structure is integrated into the lining structure by pouring and curing the concrete, and the mold is disassembled again. A step in which a wire mesh is to be constructed in the lining structure.

Therefore, in the conventional method of manufacturing the water tank, the concrete installation and curing work and the wire mesh construction work must be performed through the formwork in the site where the water tank should be located. Therefore, there is a restriction that construction work is impossible in case of rain, The air is lengthened, the use area of the space is increased, and the cost is increased.

Accordingly, it is an object of the present invention to provide a method of manufacturing a lining block such as a wall, a column, a beam, and a slab in which a concrete is embedded, cured and finished in a mold made of a lining sheet, To provide a concrete built-in lining block capable of shortening the air due to the pre-production of the concrete built-in lining block, and a method of constructing the water reservoir using the same.

Meanwhile, the object of the present invention is not limited to the above-mentioned objects, and other objects not mentioned can be clearly understood by those skilled in the art from the following description.

According to the present invention, in a water tank structure, it is possible to provide a column and a beam function, and a reinforcing structural member is placed in an inner space of a lining sheet. Then, in a state where concrete is poured and cured, A concrete embedded lining block is provided that includes a beam structure block having a tip-finished configuration.

According to the present invention, in the water tank structure, the reinforcing structure member is provided in the inner space of the lining sheet, and the reinforced concrete structural member is extruded and welded to the joint portion or the corner portion, There is provided a concrete built-in lining block including a foundation structure block having a structure in which an inner side structure panel having a finishing structure of the tip and an outer side structure panel are mutually connected with a predetermined distance separated by a connecting reinforcing member.

According to the present invention, in a water tank structure, a concrete built-in lining block including a proof structure block providing a slab function and having a structure in which a reinforced concrete structural member is laid on the inner surface of the lining sheet is laid and cured / RTI >

According to another aspect of the present invention, there is provided a method of constructing a concrete structure, A second step in which a concrete built-in lining block corresponding to a wall, a column, a beam, and a slab previously formed on the upper side of the bottom surface is assembled into a water tank structure; A third step in which jointing is performed through extrusion welding to a corresponding portion of the concrete lining block corresponding to the inner joint portion and the corner portion of the wall, column, beam, and slab, and sealing test is performed through the pin hole test; A fourth step in which concrete is placed at a predetermined height on the upper side of the bottom surface corresponding to the inner side of the water tank structure and the floor lining sheet is impregnated and installed on the upper side of the concrete; And a fifth step in which a sealing test is carried out through a pinhole test and a joint connection through extrusion welding to a contact portion between the concrete lining block and the floor lining sheet corresponding to the wall and the column, Method is provided.

In the second step, a foundation structure block for a wall is installed on an upper side of a floor, a beam structure block for a column is installed on an upper side of a floor corresponding to the inside of the foundation structure block for a wall, A step of installing a gait beam structural block at an upper end of a foundation structure block for a wall and at an upper end of a columnar beam structural block for a wall, and a gait structure for a slab at the upper end of the foundation structural block for a wall A block is installed, and a step in which topping concrete is placed on the upper side of the proof structure block for slabs.

In the third step, the extrusion welding tips are welded and bonded to the spaced apart portions of the lining sheet located on the inner side of the foundation structure block for the wall spaced apart from each other by an extrusion welding method, A pinhole test is performed on the foundation structure block for a wall and a contact portion of the lining sheet of the gait beam structural block mounted on the upper end of the beam building block for columns by an extrusion welding method, And a pinhole testing process is performed on the contact portions of mutual contact portions and subjected to a pinhole test; and a step of performing extrusion welding on the contact portions of the liner sheet of the slab-type proof block, which is mounted on the upper side of the gauntlet- Wherein the extrusion welding tips are welded to each other and the mutual contact portions are jointed and subjected to pin hole test processing .

In the fourth step, the concrete is secondarily installed at a predetermined height on the upper side of the floor surface, so that the lower end portion of the lining sheet of the foundation structure block for the wall and the beam building block for the column is infiltrated into the concrete, It is preferable that the floor lining sheet is installed on the upper side of the concrete so that the inner surface of the lining sheet is fixedly bonded to the concrete before curing in concrete pouring.

In the fifth step, a foundation structure block for a wall impregnated with concrete at a predetermined height on the upper side of the floor surface, and a lower end portion of the lining sheet of the beam building block for a column, And the extrusion welding tips are welded to each other by an extrusion welding method, and adjacent portions are jointed to each other and subjected to pin hole test processing.

Therefore, according to the present invention, concrete is poured, cured, and finished in a mold made of a lining sheet, so that a lining block such as a wall, a column, a beam and a slab in which concrete is embedded is manufactured, Thereby making it possible to shorten the air due to the pre-production of the concrete lining block.

On the other hand, the effects of the present invention are not limited to the effects mentioned above, and other effects not mentioned can be clearly understood by those skilled in the art from the description of the claims.

1 and 2 are a perspective view and a cross-sectional view, respectively, of an example of a beam structural block in a concrete built-in lining block according to a preferred embodiment of the present invention;
3 to 5 are a perspective view and a cross-sectional view, respectively, of an example of a foundational structural block among concrete-built lining blocks according to a preferred embodiment of the present invention;
6 and 7 are a perspective view and a cross-sectional view, respectively, of an example of a proof structure block among concrete-built lining blocks according to a preferred embodiment of the present invention;
FIG. 8 is a process diagram illustrating a water tank construction method using a concrete built-in lining block according to a preferred embodiment of the present invention; FIG.
FIG. 9 is a perspective view of a water tank constructed by the water tank construction method of FIG. 7; FIG. And
FIGS. 10 to 15 are views showing steps of the corresponding steps of the water tank construction method of FIG.

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

1 and 2 are a perspective view and a cross-sectional view, respectively, of an example of a beam structure block in a concrete built-in lining block according to a preferred embodiment of the present invention. FIGS. 3 to 5 are cross- 6 and 7 are a perspective view and a cross-sectional view, respectively, of an example of a proof structure block among concrete built-in lining blocks according to a preferred embodiment of the present invention, respectively.

1 to 7, a concrete embedded lining block 100 according to a preferred embodiment of the present invention includes a beam structure block 110 including columns and beams, a foundation structure block 120 including a wall, And a proof structure block 130 including a slab.

Here, the beam structure block 110 is a member that provides a column and a beam function in the water tank structure. After the reinforcing structural member C is laid in the inner space of the lining sheet S, And the extrusion welding tip (X) according to the extrusion welding is finished in the joint portion or the corner portion in the cured state.

That is, in the case of the beam structure block 110, the lining sheet S is cut into a predetermined area and is bent while having a cross section of a 'C' shape among the shapes corresponding to structures such as pillars and beams, A step of providing a lining sheet S1 having a "C" -shaped cross-section on a mold for manufacturing a reinforcement structural member C in the inner space of the lining sheet S1 provided in the production mold, A step of placing the concrete M in a space inside the lining sheet S1 in which the reinforcing structural member C is laid and a step in which the lining sheet S is cut into a predetermined area, A step of infiltrating the upper side of the mold for production with a lining sheet S2 having a '1' shape, a step of infiltrating the upper side of the mold, A '1' -shaped pressing mold is pressed on the upper side of the sheet S2 A step of curing the concrete M, a step of demolding the mold for manufacturing and the press mold, a step of joining the joining portion and the corner portion (contact portions of S1 and S2) of the lining sheet S demolded from the mold for production and the press mold, A step of finishing the extrusion welding tip X and a step of testing whether or not pinholes are generated at the welding site by a pinhole test or the like.

Here, the beam structure block 110 is divided into a column beam structure block 110A for providing a column function and a gait beam structure block 110B for providing a beam function. In the case of the gait beam structure block 110B, The lining sheet S is cut into a predetermined area and bent in a shape of '1' shape corresponding to a structure such as a column and a beam, and the lining sheet S2 having a '1' A step of pressing a '1' -shaped pressing mold on the upper side of the lining sheet S2 impregnated on the upper side of the manufacturing mold, a step of pressing the mold for pressing and the lining sheet It is preferable that the step of finishing the extrusion welding tip X on the joint portion and the corner portion (the contact portion between S1 and S2) of the welded portion S and the step of testing whether the pin hole is formed in the welded portion by pinhole test or the like is omitted Do.

The foundation structure block 120 is a member for providing a wall function in the water storage tank structure. After the reinforcing structural member C is laid in the inner space of the lining sheet S, the concrete M is placed and cured The inner side structure panel 120A and the outer side structure panel 120B having the structure in which the extrusion welding tip X is subjected to the extrusion welding in accordance with the extrusion welding are welded to the joint portion or the corner portion by the connecting reinforcing member 120C And are spaced apart from each other and connected to each other.

That is, in the case of the foundation building block 120, the lining sheet S is cut into a predetermined area and is folded while having a panel-shaped cross section of a shape corresponding to a structure such as a wall, A step of providing an inner lining sheet S1 having a panel-shaped cross section in a mold and a step of disposing a reinforcing structural member C and a connecting reinforcing member 120C in an inner space of a lining sheet S provided in a manufacturing mold, A step of placing and curing the concrete M in the inner space of the lining sheet S1 in which the reinforcing steel member C and the connecting reinforcing steel member 120C are laid, A step in which the lining sheet S is cut into a predetermined area and bent while having a panel-shaped cross section of a shape corresponding to a structure such as a wall, and a step of forming a mold panel A reinforcing structure member (C) is placed in an inner space of a lining sheet provided in a mold for manufacturing, and the other end of the reinforcing steel member (120C) (C); placing the concrete (M) in a space inside the lining sheet in which the reinforcing steel member (C) and the connecting reinforcing bar member (120C) are laid, The side structure panel 120B is completed, or the like.

At this time, in the case of the foundation structure block 120, the process of forming the lining sheet on the outer side structure panel 120B may be omitted, and the lining sheet S1 may be formed only on the inner side structure panel 120A .

The foundation structure block 120 may further include a sleeve 120D passing through the inner structure panel 120A and the outer structure panel 120B.

The foundation structure block 120 having the sleeve 120D includes a step in which the lining sheet S is cut into a predetermined area and bent while having a panel-shaped cross section of a shape corresponding to a structure such as a wall, (1) having a panel-shaped cross-section is installed in a mold for manufacturing having a cross section of a reinforcing member (C) and a connecting reinforcing member (C) in an inner space of a lining sheet (S) A step of disposing a sleeve pipe (PP) after the corresponding portion of the lining sheet (S) is perforated with a predetermined area, and a step of disposing the sleeve pipe (120) (CS) having an area covering the perforation area of the lining sheet (S) is firstly bonded through gas welding or the like while covering the perforation area of the lining sheet (S) )Wow The step of placing and curing the concrete M in the inner space of the lining sheet S1 to which the connecting reinforcing bar member 120C is laid and the step of contacting the contact portion between the sleeve pipe PP and the cover sheet CS and the cover sheet CS Is formed by a step in which a copper wire is inserted into a perforation portion of the lining sheet S and then an extrusion welding tip X is subjected to a secondary bonding process and a step of testing whether pin holes are formed in a welded portion by a pinhole test or the like do.

The proof structure block 130 is a member that provides a slab function in the water storage structure and has a structure in which a concrete M in which a reinforcing structural member C is laid on the lining sheet S is laid and cured.

That is, in the case of the proof structure block 130, the lining sheet S is cut into a predetermined area and bent so as to have a 'C' -shaped cross section of a shape corresponding to a structure such as a slab, A step of providing a lining sheet S1 having a "C" shape in a mold for production having a section of a shape and a reinforcing structure member C being placed in an inner space of a lining sheet S1 provided in a mold for manufacturing A step of placing the concrete M in an inner space of the lining sheet S1 to which the reinforcing structural member C is laid and a step of cutting the lining sheet S into a predetermined area and a shape corresponding to the structure such as a slab A step of bending the lining sheet S2 having a '1' shape, a step of impregnating the upper side of the production mold with a lining sheet S2 having a '1' shape, a step of forming a lining sheet S2 impregnated on the upper side of the production mold, Quot; 1 " -shaped pressing mold is pressed on the upper side of the " A step of curing the crotch M; a step of demolding the mold for production and the mold for pressing; a step of joining the joints and edges (contact portions of S1 and S2) of the lining sheet S demolded from the mold for production and the mold for pressing, A step of finishing the extrusion welding tip X and a step of testing whether or not pinholes are generated at the welding site by a pinhole test or the like.

At this time, in the case of the proof structure block 130, the lining sheet S is cut into a predetermined area and is folded while having a '1' character shape of a shape corresponding to a structure such as a slab, 1 " -shaped pressing mold is pressed on the upper side of the lining sheet S2 impregnated on the upper side of the producing mold, A step of finishing the extrusion welding tip X on the joint portion of the lining sheet S demagnetized from the pressing mold and the corner portion (the contact portion between S1 and S2), and the step of pin hole generation And the lining sheet S may have a cross section of a '1' shape so that the lining sheet S may be formed only at a portion opposed to the bottom surface 200.

The lining sheet S of the present invention is made of any one of HDPE, PP, PVDF, and ECTFE, and has a thickness of 3T to 4T. The lining sheet S is made of concrete M, It is preferable that a plurality of studs SS are integrally formed on an inner surface on which the concrete M is placed.

It is preferable that the pinhole testing process is performed by inserting a copper wire into a corresponding portion before the welding of the extrusion welding tip X is performed, and then determining whether the copper wire is sparked by the spark tester.

Therefore, according to the concrete lining block 100 of the present invention, after the reinforcing structural member C is laid in the inner space of the lining sheet S, the concrete M is extruded and cured in the joint space or the corner portion, The extrusion welding tip (X) according to the welding process is finished so that it can be assembled into the structure at the site where the water tank is to be constructed after prefabricated with wall, column, beam and slab.

Accordingly, since the manufacturing process is shortened and the use stage such as the formwork is not required in the field, a predetermined construction work can be performed even in rainy weather, and the air can be shortened, the use area of the space can be reduced, and the cost can be reduced.

8 is a process diagram showing a water tank construction method using a concrete built-in lining block according to a preferred embodiment of the present invention, FIG. 9 is a perspective view showing a water tank constructed by the water tank construction method of FIG. 7, 15 is a view showing an example of each step of the water tank construction method of FIG.

As shown in FIGS. 1 to 15, in a method of constructing a reservoir tank using a concrete lining block according to a preferred embodiment of the present invention, a foundation concrete is applied to a corresponding location where a reservoir is to be constructed, A second step in which a concrete built-in lining block 100 corresponding to a wall, column, beam and slab previously formed on the upper side of the bottom surface 200 is assembled with a water storage structure; A third step in which sealing is performed through a joint connection through extrusion welding and a pinhole test to a corresponding portion of the concrete built-in lining block 100 corresponding to the inner joint portion and the corner portion of the beam and the slab, A fourth step in which concrete is placed at a predetermined height on the upper side of the bottom surface 200 corresponding to the inner side and the bottom lining sheet 300 is impregnated and installed on the upper side of the concrete, A fifth step of jointing the concrete lining block 100 and the flooring lining sheet 300 corresponding to the wall and the column, through seaming by means of extrusion welding, and a sealing test through a pinhole test.

The method of the present invention includes a step of filling a sealant on an outer surface of a concrete lining block 100 for a concrete wall after the fifth step, 100, the joint-waterproofing is performed on the external adjoining portions and the joint portions of the concrete-lining block 100 for a wall and the concrete for slabs, and the joint waterproofing is carried out by the above- It is preferable that a backflow step is carried out to allow the stored water tank structure to be buried underground.

In the first step, a foundation concrete operation is performed at a corresponding position where the water tank is to be installed, so that the floor surface 200 corresponding to the bottom of the water tank structure is installed. The concrete is poured and cured at a predetermined height.

In the second step, a concrete built-in lining block 100 corresponding to a wall, a column, a beam and a slab is assembled to a water storage structure on the upper side of the floor 200, A foundation structure block 120 for a wall is installed in a cylindrical or multi-sided tubular shape on the upper side of the foundation structure block 120 for a wall, A step of installing a block 110A, a step of installing a gait beam structure block 110B at an upper end of the foundation structure block 120 for a wall and a beam structure block 110A for a column, A step of providing a slab proof structure block 130 at an upper end of the block 110B and at an upper end of the foundation structure block 120 for a wall and a step of forming a topping concrete T And the like.

The foundation structure block 120 for a wall is installed on the upper side of the floor 200. First, the upper side of the floor surface 200 and the lower side of the foundation building block 120 for walls The foundation structure block 120 for a wall is stood on the upper side of the floor surface 200 through the connection of the reinforcement member of the reinforcement member. At this time, the foundation structure block 120 for the wall is fixed to the inner side structure panel 120A The outer side structure panel 120B has a form function to open the upper side through a state where the outer side structure panels 120B are separated from each other by a connecting reinforcing member 120C by a predetermined distance. In this state, the concrete is inserted into the open space, So as to stably stand on the upper side of the bottom surface 200 and to complete the wall of the water tank structure.

The step of installing the columnar beam structural block 110A on the upper side of the bottom surface 200 may be performed by first disposing the upper side of the bottom surface 200 and the lower side of the columnar beam structural block 110A, The foundation structure block 120 for a wall is stood on the upper side of the floor surface 200 through the connection of the members of the floor structure 200, The concrete can be stably stood on the upper side of the bottom surface 200 and the column of the water storage structure can be completed.

A step of installing a gait beam structural block 110B at an upper end of the foundation structure block 120 for a wall and at an upper end of the columnar beam structural block 110A; And the step of installing the slab proof structure block 130 at the upper end of the foundation structure block 120 for the wall and the step of placing the topping concrete at the upper side of the slab proof block 130, The reinforcing bar members exposed at both ends of the gait beam building block 110B, one end of which is in contact with the upper end of the foundation building block 120 and the upper end of the beam building block 110A, are connected and integrated with each other, The upper side of the gait beam building block 110B and the upper side of the foundation building block 120 for walls are sequentially located and the exposed reinforcing members are connected and integrated with each other The concrete for the topping on the upper portion in the locked state may be such that the roof or ceiling of the reservoir structure is completed by the casting and curing.

In the third step, joints are made through extrusion welding to the corresponding portions of the concrete built-in lining block 100 corresponding to the inner joint portion and the corner portion of the wall, column, beam and slab, and a sealing test The extrusion welding tip 400 is welded to the spaced apart portion of the lining sheet S located on the inner surface of the foundation building block 120 spaced apart at a predetermined interval by the extrusion welding method, A gait beam structure block 110B mounted on the upper side of the foundation structure block 120 for a wall and the beam structure block 110A for a column; The extrusion welding tip 400 is welded to the contact portion of the lining sheet S by an extrusion welding method so that mutual contact portions are jointed and subjected to a pin hole test, The extrusion welding tip 400 is welded to the contact portion of the liner sheet S of the prism structure block 130 mounted on the upper end of the foundation structure block 120 for the wall by the extrusion welding method And the contact portions are connected to each other and pinhole test is performed.

Here, the extrusion welding tip 400 is welded and bonded to the spaced apart portion of the lining sheet S located on the inner side of the foundation structure block 120 for the wall spaced apart from each other by the extrusion welding method, The step of joining the joints and performing the pinhole test is performed by first placing the backup material between the wall and the wall and allowing the concrete to be placed inside the wall and then placing the concrete between the lining sheets S of the foundation building block 120 for the wall So that a finish sheet such as a PP 5T sheet or the like is fused to the lining sheet S by hot air and then the copper sheet is covered with the copper wire inserted in the edge of the finish sheet It is preferable that the extrusion welding tip 400 is welded.

In addition, in the present invention, a temporary structural member such as a head anchor or the like should be installed on the inner side structural panel 120A of the foundation building block 120 for a wall. A hole is formed and the PP anchor socket to be inserted with the temporary structural member is inserted and cured in a state where the chemical adhesive is filled in the PP anchor socket and the lining sheet S, It is preferable that the extrusion welding tip 400 is welded while covering the copper wire while the copper wire is inserted into the edge of the finish sheet.

In addition, in the present invention, a sleeve pipe is inserted through the beam structure block 110A through the column. At this time, mortar is injected and cured between the insertion hole formed in the column beam structure block 110A and the sleeve pipe, At this time, it is preferable that the mortar is impregnated with the finish sheet, and then the extrusion welding tip 400 is welded while covering the copper wire while the copper wire is inserted into the edge of the finish sheet.

That is, according to the present invention, it is preferable that the edge portion of the lining sheet S is impregnated or adhered to a mortar or the like, and then the edge portion is extrusion-welded through a copper wire or the like.

In the fourth step, the concrete is placed at a predetermined height on the upper side of the bottom surface 200 corresponding to the inside of the water tank structure, and at the same time, the floor lining sheet 300 is impregnated and installed on the upper side of the concrete, A floor frame FF is fixedly installed at a predetermined height of the floor surface 200. After the lining sheet S is fixed to the upper surface of the floor frame FF through bolts, The extrusion welding tip 400 is welded to cover the copper wire while the copper wire is inserted into the connection portion of the lining sheet S and then the injection pipe AP , The mortar is injected and filled into the space between the lining sheet S and the bottom surface 200, and then the injection pipe AP is removed and the site welded.

In the fifth step, seam testing is performed through joint connection and pinhole testing through contact with extruded welded portions of the concrete lining block 100 and the floor lining sheet 300 corresponding to the wall and column, A foundation structure block 120 for a wall and a lining sheet S of a column beam structure block 110A impregnated with a concrete at a height of about 100 mm on the upper side of the surface 200 at the time of secondary casting, The extrusion welding tip 400 is welded to the adjacent or adjacent flooring lining sheet 300 by an extrusion welding method, and the adjoining portions are jointed to each other and subjected to pin hole test processing.

On the other hand, in the present invention, when a head anchor (not shown) or the like is provided on the inner side structural panel 120A of the foundation building block 120 for a wall, the head anchor It is preferable that a copper wire is inserted into the edge portion of the finish sheet in a state where the mortar is injected and then the finish sheet is fused through hot air or the like and the extrusion welding tip 400 is welded while covering the copper wire.

In the present invention, a head anchor (not shown) and an anchor socket (not shown) are installed to improve the bonding strength of the lining sheet S to the inner side structural panel 120A of the foundation building block 120 for a wall When the anchoring hole is drilled in the anchor insertion hole and the anchor socket is inserted and cured in the anchor insertion hole, the edge of the anchor socket is welded to the lining sheet S, and then the anchor is inserted into the anchor socket So that erosion of the concrete through the anchor insertion hole is prevented.

Therefore, according to the method of constructing the water storage tank using the concrete built-in lining block 100 of the present invention, the concrete M has the lining block 100 having the wall, pillar, beam and slab structure built in the lining sheet S After the preliminary fabrication, the foundation 200 of the floor surface 200 may be constructed and assembled into a water tank structure having a corresponding structure.

Accordingly, it is possible to simplify the manufacturing process by shortening the manufacturing process according to the pre-fabrication of the lining block 100 and excluding use of the formwork in the field, thereby reducing the air space and reducing the space- Thereby reducing costs.

Although the present invention has been described with reference to the specific embodiments, various modifications may be made without departing from the scope of the present invention. Accordingly, the scope of the invention is not to be determined by the embodiments described, but should be determined by equivalents of the claims and the claims.

Claims (10)

delete delete delete delete A first step in which a floor surface 200 according to basic concrete work is installed; A second step in which a concrete built-in lining block 100 corresponding to walls, columns, beams, and slabs previously formed on the upper side of the bottom surface 200 is assembled into a water tank structure; A third step of joining joints through extrusion welding to a corresponding portion of the concrete built-in lining block 100 corresponding to the inner joint portion and the corner portion of the wall, column, beam, and slab, and sealing test through the pin hole test; A fourth step in which concrete is placed at a predetermined height on the upper side of the bottom surface 200 corresponding to the inner side of the water tank structure and the floor lining sheet 300 is impregnated and installed on the upper side of the concrete; And a fifth step in which a joint test is performed through a joint connection through extrusion welding and a pinhole test to a contact portion between the concrete built-in lining block 100 and the flooring lining sheet 300 corresponding to the wall and column,
The concrete built-in lining block (100)
In which a reinforcing structural member C is placed in an inner space of a lining sheet S and then an extrusion welding tip X according to extrusion welding is finished in a joint portion or an edge portion in a state where concrete M is poured and cured A beam structure block (110) having a beam structure (110);
In which a reinforcing structural member C is placed in an inner space of a lining sheet S and then an extrusion welding tip X according to extrusion welding is finished in a joint portion or an edge portion in a state where concrete M is poured and cured A foundation structure block 120 having a structure in which the inner side structure panel 120A and the outer side structure panel 120B are spaced apart from each other by a connecting rod member 120C; And
And a proof structure block (130) having a structure in which a concrete (M) having a reinforcing structural member (C) laid on the inner surface of the lining sheet (S) is laid and cured,
In the second step,
A foundation structure block 120 for a wall is installed on an upper side of a floor surface 200 and a beam structure block 120 for a column is formed on an upper side of a floor surface 200 corresponding to the inside of the foundation building block 120 for a wall, A step of installing a gait beam structure block 110B at the upper end of the foundation structure block 120 for a wall and the beam structure block 110A for a column, A step of providing a slab proof structure block 130 at an upper end of the base foundation structure block 120 and a topping concrete T at an upper side of the slab proof structure block 130, Wherein the step
The foundation structure block 120 for a wall is installed on the upper side of the bottom surface 200,
The foundation structure block 120 for the wall is formed on the upper side of the floor surface 200 by connecting the upper side of the floor surface 200 and the lower side of the foundation structure block 120 for walls to each other through the roots of the reinforcing members. The foundation structure block 120 for a wall is constructed such that the inner side structure panel 120A and the outer side structure panel 120B are spaced apart from each other by a connecting reinforcing member 120C by a predetermined distance, And in this state the concrete is placed and cured into the open space to stand on the upper side of the floor surface 200,
The step of installing the columnar beam building block 110A on the upper side of the bottom surface 200 includes:
The foundation structure block 120 for a wall is placed on the upper side of the floor surface 200 by connecting the upper side of the floor surface 200 and the lower side of the beam building block 110A by the roots of the reinforcing member members, And standing on an upper surface of the bottom surface (200) by concrete placed at a predetermined height on an upper surface of the bottom surface (200)
A gait beam structure block 110B is installed at an upper end of the foundation structure block 120 for a wall and at an upper end of the column beam structure block 110A; The step of installing the slab proof structure block 130 at the upper end of the foundation structure block 120 and the step of placing the topping concrete at the upper side of the slab proof structure block 130,
The reinforcing bar members exposed at both ends of the gait beam building block 110B, one end of which is in contact with the upper end of the foundation building block 120 for the wall and the upper end of the beam beam building block 110A, are interconnected and integrated, The prestructural block 130 for slabs is sequentially positioned at the upper end of the gait beam structural block 110B and at the upper end of the foundation building block 120 for walls so that the exposed reinforcing members are connected and integrated And a topping concrete is placed and cured on the upper side thereof. delete delete 6. The method according to claim 5,
The extrusion welding tip 400 is welded to the spaced-apart portions of the lining sheet S located on the inner side of the foundation structure block 120 for the wall spaced apart from each other at a predetermined interval, And a pinhole test is performed on the lining sheet S of the gait beam structure block 110B mounted on the upper side of the foundation structure block 120 for the wall and the upper side of the beam structure block 110A for the column A step in which an extrusion welding tip 400 is welded to an abutting portion by an extrusion welding method so that mutual contact portions are jointly connected and subjected to a pinhole testing process and a step of forming an upper portion of the gait beam building block 110B and a foundation building block The extrusion welding tip 400 is welded and joined to the contact portion of the lining sheet S of the proof structure block 130 for slabs mounted on the upper end of the punch hole 120 by an extrusion welding method, Tess Water tank construction methods using the built-in lining concrete block characterized in that it comprises the steps to be processed. 6. The method according to claim 5,
The concrete is secondarily installed at a predetermined height on the upper side of the bottom surface 200 so that the foundation structure block 120 for the wall and the lower end portion of the lining sheet S of the column beam structure block 110A are impregnated with concrete And curing the floor lining sheet (300) so that the inner surface of the lining sheet (300) is fixedly bonded to the concrete, before the curing of the secondary concrete when curing the secondary concrete. A method of water tank construction using a built - in lining block. 6. The method according to claim 5,
A foundation structure block 120 for a wall impregnated with concrete at a predetermined height on the upper side of the floor surface 200 and a lower end portion of the lining sheet S of the column beam structure block 110A And a step of welding the extrusion welding tip (400) to the adjacent floor lining sheet (300) by an extrusion welding method so that the adjoining portions are jointed to each other and subjected to a pinhole testing process. Water tank construction method.
KR1020160011669A 2016-01-29 2016-01-29 Lining block embedded concrete and tank constructing method using thereof KR101783757B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102072937B1 (en) 2019-03-29 2020-03-02 권희영 Aquaculture water tank.
KR20210076325A (en) 2019-12-16 2021-06-24 권희영 Small prefabricated water tank.
KR20220091789A (en) 2020-12-24 2022-07-01 한현수 Open type water tank for quick construction

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Publication number Priority date Publication date Assignee Title
KR100684666B1 (en) * 2005-05-02 2007-03-14 (주)제이엘크린워터 Storage tank having compositional stainless-concrete masonry structure and construction method
KR101027435B1 (en) * 2010-12-14 2011-04-11 주식회사 희양건설 Linning structure of underground reservoir using stud grip sheet and the construction method thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100684666B1 (en) * 2005-05-02 2007-03-14 (주)제이엘크린워터 Storage tank having compositional stainless-concrete masonry structure and construction method
KR101027435B1 (en) * 2010-12-14 2011-04-11 주식회사 희양건설 Linning structure of underground reservoir using stud grip sheet and the construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102072937B1 (en) 2019-03-29 2020-03-02 권희영 Aquaculture water tank.
KR20210076325A (en) 2019-12-16 2021-06-24 권희영 Small prefabricated water tank.
KR20220091789A (en) 2020-12-24 2022-07-01 한현수 Open type water tank for quick construction

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