KR101951878B1 - Construction method for structure using fiber pannel - Google Patents

Abstract

The present invention relates to (X1) a fiber panel structural member that secures sufficient strength while lightening a concrete structure by using a concrete and a fiber panel as a release material. Installing; (X2) connecting the mortar bonding fiber panels to each other by vertically connecting the fiber panels to the fixing block in the form of a building according to the shape of the building, connecting and fixing the fiber panels by fixing bolts; (X3) installing a fiber rod outside the fiber panel in a lattice shape; (X4) installing a fiber mesh outside the fiber rod; (X5) installing a lightweight heat insulating panel or lightweight wall panel composed of a paper corrugated cardboard or a styrofoam panel adhered to the outside of the fiber rod and made of a folding type and water repellent and flame retarded; Applying a high-strength polymer mortar to the designed thickness so that the fiber rods and the fiber mesh are embedded toward the fiber panel surface from the inside of the light shield panel (X6) toward the lightweight heat insulating panel or the panel for the light wall panel; (X7) inserting heat-resistant foam made of styrofoam or water-soft and flame-retardant foam inside the high-strength polymer curing surface, and then finishing the inside of the high-strength polymer curing panel with a CRC board or mortar; And (X8) attaching a nonwoven fabric to the outside of the styrofoam panel, treating the nonwoven fabric with an adiabatic paint or polyurea, and then finishing the exterior with a color paint. According to the present invention, it is possible to provide a reinforcing member, a building plate, and a column for a building which are excellent in light weight and tensile effect, which can be applied to various building structures.

Description

TECHNICAL FIELD [0001] The present invention relates to a method for constructing a structural structure using a fiber panel,

The present invention relates to a fiber panel structural member that secures sufficient strength while reducing the weight of a concrete structure by using a concrete and a fiber panel as a release material, and a method of constructing a building using the fiber panel structural member.

Concrete is the most commonly used material for buildings because it can freely form a desired shape. However, concrete has a strength that is effective for compression, but it is a weak material for tensile. To compensate for this, concrete has been used with a reinforcing member using a steel having excellent tensile strength, and there is a deformed reinforcing bar as a typical tensile material.

However, there is a problem that corrosion of the reinforcing member is exposed to the outside due to the crack of concrete, and the unit weight is heavy, which causes an excessive cost to increase the self weight of the structure and to transport the member.

In recent years, a construction method using various new materials having a tensile strength higher than that of a reinforcing steel but being light in weight is being developed.

Korean Patent No. 10-1295029 discloses a method of constructing a high strength and lightweight building using a circular fiber rod.

However, in the prior art, there is a problem that the maximum tensile efficiency in comparison with the cross-sectional area can not be exhibited by using a fiber rod in the form of a circular rod.

Also, in the prior art, there is a problem in that it is not possible to provide a method of constructing various structures using a fiber-based tensile material.

Korean Patent No. 10-1295029

SUMMARY OF THE INVENTION It is an object of the present invention to provide a reinforcing member, a building plate, and a column for a building which are excellent in light weight and tensile effect and can be applied to various building structures.

The present invention also provides a method for manufacturing a general-purpose lightweight panel for construction including the fiber reinforcement, and a method for constructing a building using the lightweight panel.

In addition, the present invention provides a humidifier tube including such a fiber reinforcing material.

It is another object of the present invention to provide a method of easily and quickly reinforcing a deteriorated building using such a fiber panel and a method of constructing a new building.

The present invention relates to a single span modular residential building member having a single span wall which can be easily assembled in the field by moving the construction member to a construction site by using a light wall and a roof structure including a fiber reinforcing material. And a method of constructing the same.

The present invention also relates to a method of constructing a slab using a fiber reinforcing material, which can be applied without using a form, and a self-heating concrete capable of heating a house by heating power supplied by itself, Thereby providing a structure.

According to an aspect of the present invention, there is provided a fiber panel comprising: a fiber panel formed of aramid fiber, carbon fiber, polyethylene fiber, glass fiber or basalt fiber and formed in a longitudinal plate shape; An adhesive layer applied to the fiber panel surface; And an adhesive aggregate adhered by the adhesive layer to increase the adhesive strength of the fiber panel.

At this time, a longitudinal attachment groove for increasing the adhesive force of the fiber panel may be formed on the side of the fiber panel.

The fiber panel may have a bottom width of 1 to 1.5 times the top width.

The adhesive layer may be formed by applying a thermosetting resin or an elastic urethane adhesive to the surface of the fiber panel while impregnating the fiber panel with an epoxy or polyester resin and extruding it.

The attached aggregate may be basalt, granite, steelmaking sludge or garnet fine aggregate having a size of 30 to 800 탆.

The present invention further comprises a bracket for supporting a plate-shaped fiber panel, wherein the bracket comprises: a plate-shaped body having a slot formed therein corresponding to the thickness of the fiber panel; And a fixing piece extending from the upper and lower ends of the body in a direction perpendicular to the body, the fixing piece being in contact with the mounting surface.

At this time, the fixing piece may be formed with a through hole for screw threading.

The fixing piece may be attached to the construction surface by a knife block or an anchor bolt.

Meanwhile, the present invention relates to a fiber panel formed of aramid fiber, carbon fiber, polyethylene fiber, glass fiber or basalt fiber and formed in a longitudinal plate shape; An adhesive layer applied to the fiber panel surface; An adhesive aggregate adhered by the adhesive layer to increase the adhesive strength of the fiber panel; And a high strength polymer mortar layer formed in a rectangular plate shape, wherein the fibrous panel having the attached aggregate is included therein, wherein the high strength polymer mortar layer comprises a fiber panel in which longitudinal side grooves are formed on the outer side surface of the high strength polymer mortar layer And includes a building board including the building.

According to another aspect of the present invention, there is provided a floor panel including structural panels formed in a plate shape and installed in vertical and transverse directions in an upright crossing manner; A finishing plate provided on front and rear surfaces of the structural panel; And a filling material filled between the finishing plates. The structural panel includes a building plate to which an adhesive aggregate is attached.

The structural panel may be formed of any one of aramid fiber, carbon fiber, glass fiber, basalt fiber, PE fiber, PVC, galvanized steel, aluminum or stainless steel.

In addition, the filling material may include a fiber panel characterized by being a lightweight mortar.

The filler material may be an aqueous soft insulating foam.

Further, the finishing plate may be formed by hardening the high-strength mortar.

The finishing plate may be a CRC panel or a steel plate.

The present invention also relates to a mesh sheet woven with basalt fiber or glass fiber; And a fiber panel disposed on the mesh sheet; The fiber panel includes a building board including a fiber panel formed in a plate shape with attached aggregate.

At this time, the fiber panel may be installed upright on the mesh sheet.

The fiber panels may be arranged in a lattice shape.

According to another aspect of the present invention, there is provided a fiber reinforced composite material comprising: a plurality of fiber panels attached with aggregate aggregate and formed in a longitudinal plate shape, And a high-strength polymer mortar layer disposed in the longitudinal direction and including the fiber panels therein.

Further, the high-strength polymer mortar layer may be formed of a polygonal or circular column.

(A1) installing an internal stiffener inside the center portion; (A2) installing a circular pipe formed of a metal mesh on the internal reinforcement; (A3) inserting a fiber rod into the hole of the circular tube; (A4) placing the internal filler including the internal stiffener and the circular tube; (A5) placing a high-strength polymer mortar in the hole of the circular tube; (A6) installing a reinforcing net on the outer surface of the cured inner filler; And (A7) finishing the outer surface of the reinforcing net using a lightweight mortar.

At this time, the inner filler may be a lightweight heat insulating mortar or an aqueous soft foam.

The fiber rod may be formed of a fibrous rod having a surface blended with basalt powder, garnet powder, or a PS ball.

Further, the circular tube may be formed of galvanized metal.

According to another aspect of the present invention, there is provided a method of constructing a building using a lightweight panel, the method comprising: (B1) connecting the lightweight panel to a high strength basalt mesh sheet; (B2) a step of folding the connecting portion of the lightweight panel and installing the folded panel on a building frame to form an outer surface of the building; And (B3) finishing the inside of the light weight panel.

At this time, the lightweight (heat insulating) panel comprises: a pair of fiber mesh sheets or metal laths opposed to each other; An internal stiffener disposed between the fiber mesh sheet and the metal lath; A circular tube formed of a metal mesh provided on the internal reinforcement; A fiber rod installed on the inner and outer surfaces of the circular tube; A filling material composed of a lightweight mortar or a soft, water-resistant insulating foam laid inside the fiber mesh sheet or metal lath; A reinforcement net installed on an outer surface of the panel; A high strength mallet layer closed on the outer surface of the reinforcing net; And a heat insulating paint or polyurea layer applied to the outer surface of the high-strength polymer mortar after curing.

The present invention also relates to a reinforcing net formed in a cylindrical shape; A fiber reinforcement disposed on the outer surface of the reinforcing net; A high strength polymer mortar layer cured by pouring the fiber reinforcing material on the reinforcing net; And a covering layer formed on the inner and outer surfaces of the high-strength polymer mortar layer, and a fibrous reinforcement material.

In this case, the fiber reinforcing material may include a transverse fiber rod arranged annularly at a predetermined distance on the outer circumferential surface of the reinforcing net; And a longitudinal fiber rod disposed longitudinally on the outer surface of the reinforcing net.

The fiber reinforcing material may include a transverse fiber rod disposed annularly on the outer circumferential surface of the reinforcing net and spaced apart from the reinforcing net by a predetermined distance; A fiber panel fixing bracket disposed between the transverse fiber rods and annularly attached to the outer surface of the reinforcing net; And a fiber panel inserted into the fiber panel fixing bracket in a direction perpendicular to the reinforcing net.

Further, the coating layer may be formed of an aqueous epoxy resin or a polyurea resin.

Meanwhile, the present invention relates to (C1) a method for manufacturing a concrete structure, comprising the steps of: purging and washing deteriorated concrete on a structure reinforcing surface; (C2) applying an aqueous acrylic or SiO2 based impermeable surface strengthening agent to the reinforcing surface; (C3) planarizing the reinforcing surface with a high-strength polymer mortar; (C4) attaching a reinforcing member to the flat screen; And (C5) spraying high-strength polymer mortar onto the reinforcing member, and finishing the surface to be plastered, using the fiber panel.

At this time, the reinforcing member includes: a bracket formed of stainless steel, iron, or a synthetic resin material provided on the planarized reinforcing surface; And a fiber panel for mortar bonding to be inserted upright in the bracket.

And the reinforcing member comprises: a mesh sheet woven with basalt fiber or glass fiber; And a fiber panel disposed on the mesh sheet.

The fiber panel may be provided upright on the mesh sheet.

At this time, the fiber panel may be formed as a plate of basalt fiber, aramid fiber, carbon fiber, glass fiber or miracle fiber system with attached aggregate.

And the structure may be a square wall formed of a slab wall, a rectangular prism formed of a polygonal column or a polygonal tube, or a rectangular box.

In the step (C4), the carbon fiber mesh or the aramid fiber mesh, the basalt mesh or the glass fiber mesh is adhered to the bent portion of the reinforcing surface planarized by the high strength polymer mortar by the aqueous epoxy mortar in the step (C3) And a step of performing the step

The structure may be a tunnel in the form of a circular column or a circular tube, and a water supply and drainage box.

Further, the reinforcing member may be a plate-shaped fiber panel which is spirally attached to the outer or inner surface of the structure.

Further, the reinforcing member may include a fixing piece which is fixed to the reinforcing surface with the fiber panel and is fixed by a curl brick or an anchor bolt.

In the meantime, the present invention provides (D1) a step of installing a fixing table on a mounting surface; (D2) connecting the mortar bonding fiber panels to each other by vertically connecting the fiber panels to the fixing block in a manner that the fiber panels are fixed to the fixing block by fixing bolts; (D3) installing a fiber rod outside the fiber panel in a lattice shape; (D4) installing a fiber mesh outside the fiber rod; (D5) installing a lightweight heat insulation panel or a lightweight wall panel composed of a paper corrugated cardboard fabricated out of the fiber rod and folding type, water repellent and flame retarded, or a styrofoam panel adhered with PVC corrugated cardboard; Applying a high-strength polymer mortar to the designed thickness so that the fiber rods and the fiber mesh are embedded from the inside to the side of the lightweight heat insulating panel or the light wall panel toward the fiber panel surface; (D7) inserting heat-resistant foam made of styrofoam or water-based soft insulation, which is fire-retardant or flame-retardant, inside the high-strength polymer curing surface, and then finishing the inside of the high- And (D8) attaching a nonwoven fabric to the outside of the styrofoam panel, treating the nonwoven fabric with a heat-insulating paint or polyurea, and finishing the exterior with a color paint.

At this time, the fiber panel is provided with the high-strength polymer mortar penetration hole; A bolt hole for fastening the bolt may be formed.

And (E1) installing a bracket; (E2) installing fiber panels of different heights upright on the brackets; (E3) filling an interior filler between the fiber panels; (E4); (E5) placing a lightweight mortar on the outer surface of the reinforcing net for curing; And (E6) performing a finish coating on the lightweight mortar surface.

At this time, the arrangement of the fiber panels may be arranged such that the height of the fiber panels disposed at the center portion is higher than the height of the fiber panels provided at the outer portion.

The arrangement of the fiber panels may be arranged such that the fiber panel becomes lower in height from one end to the other end.

On the other hand, the internal filler may be an aqueous soft insulating foam or a lightweight mortar.

At this time, the finish painting may be performed by applying heat insulating paint or polyurea.

Further, the present invention provides a method of manufacturing a building, comprising the steps of: (F1) assembling an outer frame according to a design of a building; (F2) installing a light wall on the side of the outer frame; (F3) constructing a roof structure on the outer frame; And (F4) performing a sealed joint construction at the junction of the lightweight wall and the lightweight wall or the roof structure.

At this time, the light weight wall may be formed by folding a light weight panel connected to a high strength basalt mesh sheet and installing the same on the outer frame, and then finishing the inside of the light weight panel.

And the lightweight panel comprises: a pair of oppositely disposed panels; An internal stiffener disposed between the panels; A circular tube formed of a metal mesh provided on the internal reinforcement; A fiber rod installed in the circular tube; A filler poured into the space between the panels; A reinforcing net provided on an outer surface of the panel; And a high-strength mortar layer that is finished on the outer surface of the reinforcing net.

In addition, the roof structure may include a plurality of fiber panels installed at right angles to each other on the bracket, and a filling material filled in the spaces between the fiber panels. The lightweight mortar And a finish view formed on the lightweight mortar surface.

At this time, the fiber panels may be arranged such that the height of the fiber panels disposed at the center portion is higher than the height of the fiber panels provided at the outer portion.

The roof structure includes a central roof structure in which a fiber panel disposed at a central portion is disposed at a high height of a fiber panel having a height at an outer portion thereof; And an outer roof structure connected to both sides of the central roof structure and configured such that the height of the fiber panel decreases from the inner end to the outer end.

And the outer frame is composed of a square steel pipe or a '' type steel stud; Wherein the lightweight wall is formed with an insertion groove for inserting the outer frame into the outer frame and the joint portion; The outer frame may be fastened to the lightweight wall by a fastening screw penetrating the lightweight wall.

In addition, the closed joint construction may be a cocking operation using a polymer synthetic resin.

The joint surface of the outer frame and the light wall may be provided with bent fasteners and may be fixed to each other by the fasteners.

(G1) installing a steel frame on the supporting frame; (G2) installing a fiber rod or fiber reinforcement and a reinforcement net on the steel frame; (G3) spraying the high strength polymer mortar so that the fiber rod, the fiber reinforcing material and the reinforcing net are embedded on the reinforcing net; And (G6) finishing the high-strength polymer mortar-applied surface using a general mortar or a high-strength mortar.

At this time, the fiber reinforcing material may be installed by cross-connecting the fiber rods.

The reinforcing net may be a galvanized metal mesh or a fiber mesh sheet.

Further, the supporting frame may be formed in a multi-stepped shape.

(G4) installing a fiber panel on the high-strength polymer mortar surface laid by the step (G3); (G5). The method of claim 1, further comprising the step of casting general ready mixed concrete or high strength polymer mortar so as to fill the installed fiber panel. The installation of the fiber panel comprises: installing a panel fixing bracket; And inserting the fiber panel into the bracket for fixing the fiber panel and installing the fiber panel upright.

The present invention also relates to a structural system comprising a tensile material that exerts a tensile force in a concrete structure, comprising: a tensile material that is formed of a panel, a rod, or a mesh formed of carbon fibers and buried in concrete to bear a tensile force; And a terminal unit coupled to the end of the tensile member and exposed to the outside of the structure to apply DC power to the end of the tensile member.

At this time, the tensile material may be a carbon fiber rod, a carbon fiber panel, or a carbon fiber mesh.

The tensile material may include an insulator provided at an electrical contact point in the structure.

The present invention also provides a power supply unit for supplying power to the tensile material; A sensor unit for measuring a calorific value generated in the tensile material; A regulator coupled to the terminal and the power unit to regulate the amount of heat generated by regulating an input current; And a converter that converts the input AC power to a DC constant current and supplies the input AC power to the terminal unit.

In the present invention as described above, the following effects can be expected.

That is, the present invention can provide a reinforcing member, a building plate, and a column for construction which are excellent in light weight and tensile effect, which can be applied to various building structures.

The present invention also provides a method of manufacturing a general purpose lightweight panel including a fiber reinforcing material and a method of constructing a building using the lightweight panel.

Further, the present invention has an effect of providing a humdrum tube including such a fiber reinforcing material.

Further, the present invention provides a method of easily and quickly reinforcing a deteriorated building using such a fiber panel and a method of constructing a new building.

The present invention relates to a lightweight wall structure and a roof structure including a fiber reinforcing material, which can move a construction member to a construction site by a vehicle and can be easily assembled in the field, It is possible to provide an architectural member and a construction method thereof.

The present invention also relates to a slab construction method using a fiber reinforcing material, which can be carried out without using a formwork, and a DC power source connected in series or in parallel to a structural member of a carbon fiber board or a rod for mortar bonding for new construction or concrete reinforcement. There is provided an effect of providing a self-heating type concrete structure capable of heating a house and preventing frost or freezing of the structure.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exemplary view showing a concrete embodiment of a reinforcing member including a fiber panel according to the present invention; FIG.
2 is a sectional view showing a cross section of a fiber panel constituting a reinforcing member according to the present invention.
3 is an exemplary view showing an example of a bracket constituting a reinforcing member according to the present invention;
4 is an exemplary view showing a configuration of a first embodiment of a building plate according to the present invention;
5 is an exemplary view showing a configuration of a second embodiment of a building plate according to the present invention;
6 is an exemplary view showing a configuration of a third embodiment of a building plate according to the present invention;
7 is an exemplary view showing an example of a building column according to the present invention;
Fig. 8 is an exemplary view showing a construction of a lightweight construction panel according to the present invention; Fig.
Fig. 9 is an exemplary view showing a structure of a humdrum tube including a fibrous reinforcement according to the present invention; Fig.
FIG. 10 is an exemplary view showing a reinforced structure according to a first embodiment of the method for reinforcing a building according to the present invention; FIG.
11 is an exemplary view showing another embodiment of a reinforcing member constituting a first embodiment of a building reinforcing method according to the present invention.
FIG. 12 is an exemplary view showing a reinforced structure according to a second embodiment of the building reinforcement method according to the present invention. FIG.
FIG. 12A is an exemplary view showing a state in which a square concrete box structure is reinforced by the present invention. FIG.
FIG. 12B is an exemplary view showing a reinforced concrete box structure of a circular shape according to the present invention. FIG.
13 is a view illustrating an example of a building constructed according to the first embodiment of the method of constructing a building using the fiber panel according to the present invention.
13A is an exemplary view showing an example in which a fiber panel for mortar bonding is installed upright by a construction method using a fiber panel according to the present invention, two pairs are installed for a column, and a fiber rod is installed by a cross.
13B and 13C are views illustrating a method of constructing a folding type external lightweight panel fabricated by a method of constructing a building using a fiber panel according to the present invention.
Fig. 14 is an exemplary view showing a first embodiment of a roof structure constituting a single span modular housing according to the present invention; Fig.
15 is an exemplary view showing a second embodiment of a roof structure constituting a single span modular housing according to the present invention;
16 is an exemplary view showing an example of a single span modular housing constructed by the present invention;
17 is an exemplary view showing another example of a single span modular housing constructed by the present invention;
18 is an exemplary view showing details of an internal coupling of a single span modular housing according to the present invention.
19 is an exemplary view showing an example of a slab structure constructed by the present invention;
20 is an exemplary view showing another example of a slab structure constructed by the present invention;
FIG. 21 is a view showing an example of a self-heating type concrete structure according to the present invention. FIG.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a method of constructing various types of building members and structures using the same according to a specific embodiment of the present invention will be described in detail with reference to the accompanying drawings.

Prior to the description, various embodiments included in the present invention will be summarized by categories, and the respective categories will be sequentially described.

First, the embodiments of the present invention can be classified and classified into architectural members and construction methods using them.

1. Building Member

1.1 Reinforcing members including fiber panels

1.2 Building board including fiber panel

1.2.1 Plate of architectural sheet with plate-like fiber panel in center

1.2.2 Plate-structured structural panel with crossed panel inside

1.2.3 Architectural columns with fiber panels

1.2.4 Lightweight panel

1.2.5 Hume pipe containing fiber reinforcement

2. Construction method

2.1 Reinforcement method of building using fiber panel

2.1.1 Reinforcement methods for flat structures such as concrete floors, walls, slabs, beams and square columns

2.1.2 Method of Reinforcing Concrete Square Box and Circular Tubular and Circular Column Structures

2.2 Construction method of a house to be constructed by using a lightweight panel and a fiber panel and a fiber rod installed inside

2.3 Construction Method of Single Span Modular Housing

2.3.1 Roof structure construction for single span modular houses

2.3.2 Construction of Single Span Modular Housing Using Lightweight Panel and Roof Structure

2.4 Construction method of slab without dies

3. Self-heating type concrete structure

Hereinafter, each category according to the present invention will be described in order.

1.1 Reinforcing members including fiber panels

The present invention relates to a reinforcing member for replacing a conventional reinforcing member with a reinforcing member using a strong tensile property of a fiber panel. The reinforcing member comprises a reinforcing member including a fiber panel according to the present invention, Fig. 2 is a cross-sectional view showing a cross-section of a fiber panel constituting a reinforcing member according to the present invention, Fig. 3 is an example of a bracket constituting the reinforcing member according to the present invention, Fig. Fig.

1, a reinforcing member 100 including a fiber panel according to the present invention includes a fiber panel 110, an adhesive layer 120, and an adhesive aggregate 130. As shown in FIG.

The fiber panel 110 is a member formed in a longitudinal plate shape. The size of the fiber panel 110 can be variously modified, but is preferably 1 to 3 mm in thickness and 1 to 10 cm in width.

Meanwhile, the fiber panel 110 may be formed of various fiber-based materials, and preferably formed of aramid fiber, carbon fiber, polyethylene fiber, glass fiber, or basalt fiber.

Such a fiber panel 110 has an excellent tensile strength while decreasing its own weight.

Since the fiber panel 110 is resistant to compression or warping, the fiber panel 110 is used as a composite material together with a material such as concrete or high-strength polymer mortar. In order to improve the adhesion of the fiber panel 110, Attached aggregate 130 is attached to the outer surface of panel 110.

An adhesive layer 120 is formed on the outer surface of the fiber panel 110 so that the adhesive layer 120 is impregnated with the adhesive aggregate 130 and fixed on the fiber panel 110.

In addition, the reinforcement member 100 including the fiber panel may have longitudinal attachment grooves 111 formed on the side surface of the fiber panel 110 to increase adhesion with a compression member such as concrete or polymer mortar.

Accordingly, as the compression member introduced into the attachment groove 111 is cured, a mechanical coupling force is generated between the fiber panel 110 and the compression member, so that the adhesive force of the fiber panel 110 can be remarkably improved.

On the other hand, it is necessary that the plate-shaped fiber panel 110 is arranged in a standing upright manner in the compression member according to a load direction.

Accordingly, the width of the fiber panel 110 may be greater than the width of the upper end of the fiber panel 110, and the fiber panel 110 may be formed on the mounting surface.

At this time, preferably, the lower end width of the fiber panel 110 may be 1 to 1.5 times the upper end width.

The adhesive layer 120 may be formed by applying a thermosetting resin or an elastic urethane adhesive to the surface of the fiber panel 110 by impregnating the fiber panel 110 with epoxy or polyester resin and extruding it.

The attached aggregate 130 is for increasing the surface roughness of the fiber panel 110 to increase the coefficient of friction and is preferably 30 to 800 탆 in size, such as basalt, granite, steel sludge or garnet fine aggregate Can be applied.

The reinforcing member 100 including the fiber panel according to the present invention may further include a bracket 140 to facilitate the upright installation of the fiber panel 110.

As shown in FIG. 3, the bracket 140 is formed with a slot 143 in a body formed of a metal plate, and the fiber panel 110 is inserted into the slot 143.

At this time, it is preferable that the slot 143 is formed to have a width corresponding to the thickness of the fiber panel 110, and a fixing piece 145 bent in a direction perpendicular to the body may be formed on one side of the upper and lower ends of the body. have.

The fixing piece 145 is for fixing the bracket 140 to the mounting surface and is formed with a through hole 147. The fixing piece 145 is fastened by a fastening means such as a knife block or an anchor bolt which penetrates the through hole 147. [ So that it can be fixed to the mounting surface.

The reinforcement member 100 having the fiber panel according to the present invention thus constructed is embedded in a compression member such as concrete or polymer mortar and functions to secure the resistance strength against the tensile load like the conventional tensile reinforcement .

1.2 Building board including fiber panel

In addition, the present invention includes a building plate provided with a fiber panel, and is composed of various embodiments as follows according to the arrangement and structure of the fiber panel,

1.2.1 Plate of architectural sheet with plate-like fiber panel in center

4 is an exemplary view showing a configuration of a first embodiment of a building plate according to the present invention.

As shown in FIG. 4, the first embodiment of the architectural plate according to the present invention is a building member having a fiber panel 210 at its inner center and having a high-strength polymer mortar 220 placed on its outer surface, The present invention provides a constructional plate member 200 that can be used universally without any limitation.

The core panel 210 of the architectural panel 200 is formed in a relatively thin longitudinal plate shape and preferably the panel 210 is formed of aramid fiber, carbon fiber, polyethylene fiber, glass fiber, or basalt fiber .

As described above, an adhesive layer is applied to the outer surface of the fiber panel 210, and adhering aggregate for enhancing adherence is adhered to the adhesive layer, and the adhering aggregate is applied with the fine aggregate as described above.

Also, the high-strength polymer mortar layer 220 is poured and cured outside the fiber panel 210 to form an outer surface of the building material 200.

At this time, longitudinal side grooves 230 may be formed on the outer surface of the high-strength polymer mortar layer 220 so that the adhesive force of the building plate may be increased when concrete or polymer mortar is poured into the building plate .

1.2.2 Plate-structured structural panel with crossed panel inside

FIG. 5 is an exemplary view showing a construction of a second embodiment of a building plate according to the present invention, and FIG. 6 is an exemplary view showing a construction of a third embodiment of the building plate according to the present invention.

The second embodiment of the architectural plate according to the present invention comprises a pair of finishing plates 310 positioned opposite to each other and a structural panel 320 provided between the finishing plates as shown in FIG. 5 .

The structural panel 320 is a metallic material or a fibrous material formed in a plate shape in the longitudinal direction, and the structural panel 320 is installed such that the plate materials intersect in the longitudinal direction and the transverse direction.

The structural panel 320 may be formed of a metal material or a fibrous material of various materials. Preferably, the structural panel 320 is made of aramid fiber, carbon fiber, glass fiber, basalt fiber, PE fiber or PVC fiber, galvanized steel, Aluminum or stainless steel.

Attached to the structural panel 320 is an adhesive aggregate, which enhances adhesion with the filler 330, which will be described later.

The attached aggregate is attached to the structural panel by the adhesive layer as described above.

The filler 330 is filled between the finishing plates 310.

The filling material 330 may be formed of various materials depending on the use purpose of the building material.

That is, a lightweight and high-strength architectural plate material can be realized using the lightweight mortar as the filler material 330, or a lightweight, heat-insulating architectural plate material can be realized using an aqueous soft insulating foam.

The finishing plate 310 may be formed of various materials. However, the high strength mortar can be used by being cured. In this case, various types of building plates can be freely implemented.

On the other hand, the finishing plate 310 is formed of a CRC panel or a steel plate, so that the manufacturing process can be quickly and simply implemented.

Meanwhile, as shown in FIG. 6, the third embodiment of the architectural plate according to the present invention includes a fiber panel 420 on a mesh sheet 410 without a finishing plate.

At this time, the mesh sheet 410 is made of a mesh fabric woven with basalt fiber or glass fiber.

The fibrous panel 420 is a plate-like member in the longitudinal direction and is provided with attached aggregate on its surface.

Accordingly, the third embodiment of the architectural plate according to the present invention can provide a plate for architectural use and concrete reinforcement that can be used as a reinforcing member in a construction site rather than a plain plate.

Meanwhile, as shown in FIG. 6, the fiber panel 420 may be provided on the mesh sheet 410 so as to have a thin side and be adjacent to the side of the mesh sheet 410.

On the other hand, the fiber panel 420 is installed upright on the mesh sheet 410, so that the thickness of the building plate 400 'is somewhat thickened, and the strength of the building plate and the concrete reinforcement .

In this case, the fiber panels 420 may be installed upright in a lattice form, and at the intersection of the fiber panels 420, a coupling groove may be formed in the fiber panels 420, Lt; / RTI >

1.2.3 Architectural columns with fiber panels

7 is an exemplary view showing an example of a building column according to the present invention.

The columnar members 510 and 520 according to the present invention are basically provided with fiber panels 511 and 521 as reinforcing members in the inside thereof. High-strength polymer mortars 513 and 523 are applied instead.

At this time, the fibrous panels 511 and 521 are attached to the outer surface of the fibrous panels 511 and 521, and are formed in a longitudinal plate shape as shown in FIG. 7, and are arranged radially in the central part of the column material.

A high strength polymer is installed outside the fiber panels 511 and 521. At this time, the outer surfaces of the high-strength polymer layers 513 and 523 are formed in a polygonal cross-section such as a quadrangular shape according to the type of the column material to realize the polygonal column material 510, It can also be implemented.

1.2.4 Lightweight panel

8 is an exemplary view showing the construction of a lightweight construction panel according to the present invention.

As shown in FIG. 8, the lightweight construction panel according to the present invention basically includes an internal stiffener 620 and a fiber rod 640, and a high strength polymer mortar 630 and a lightweight mortar 650 are installed .

Hereinafter, a method of manufacturing the lightweight construction panel 600 according to the present invention will be described.

In the construction of the building panel 600 according to the present invention, first, an internal stiffener 620 to be disposed at the center of the building panel is installed.

The inner stiffener 620 is applied with a fibrous panel formed in the longitudinal direction, and as described above, the attached aggregate can be attached to the surface.

At this time, the internal stiffener 620 is installed in a direction perpendicular to the wall surface of the lightweight panel to be manufactured, so that the thickness of the fiber panel is appropriately set according to the thickness of the lightweight panel to be manufactured.

The fibrous panels may be arranged in parallel or spaced apart from each other at predetermined intervals, or alternatively may be arranged in a lattice pattern.

Of course, when the fiber panels are arranged in a lattice shape, a coupling groove is formed at the crossing points of the fiber panels, so that the fiber panels can be fastened to each other.

Next, a circular pipe 670 for inserting the fiber rod 640 is installed between the internal stiffener 620.

The circular pipe 670 is a cylindrical pipe, and is preferably formed of a galvanized metal such that the metal mesh is curled so as to flow through the filler to be poured.

Thereafter, the fiber rod 640 is inserted into the hole of the circular tube 670 and installed.

The fiber rod 640 is composed of a fibrous rod having a surface blended with basalt powder, garnet powder, or a PS ball.

Then, the inner filler 650 is poured including the inner stiffener 620 and the circular pipe 670.

The inner filling material 650 is composed of a lightweight heat insulating mortar or an aqueous soft foam in order to secure the heat insulating performance of the light weight panel.

Next, a high-strength polymer mortar 630 is poured into the circular pipe 670 and filled therein. Of course, a part of the inner filling material may be introduced into the circular tube formed with the metal mesh, but the high-strength polymer mortar is filled in the hollow space of the circular tube to densely fill the inside of the circular tube.

After the internal filler and the high strength polymer mortar are cured, a reinforcing net 660 is installed on the outer surface of the cured internal filler.

At this time, the reinforcing net 660 is formed of a metal mesh or fiber net to increase the adhesion and strength of the lightweight mortar that forms the outer surface of the light weight panel 600.

Finally, the outer surface of the reinforcing net 660 is finished using the lightweight mortar 610 to complete the light weight panel 600.

Hereinafter, a method of constructing a building using the above-described lightweight panel will be described.

In the method of constructing a building using the light weight panel 600 according to the present invention, first, a lightweight panel end to form a wall is connected to a high strength basalt mesh sheet.

Then, the connecting part to form the corner part of the building is folded and then installed on the installed construction frame to construct the exterior of the building.

Thereafter, the inner surface of the light weight panel 600 is sprayed with a high-strength polymer mortar to perform finishing work.

At this time, the folded portion of the light weight panel 600 and the joining portion with the building frame are cured and fixed by the high-strength polymer mortar.

As described above, since the construction method using the light weight panel 600 according to the present invention does not require the installation and disassembly of the formwork in the construction of the building, the construction period is short and simple.

1.2.5 Hume pipe containing fiber reinforcement

9 is a view illustrating the structure of a humdrum tube including a fiber reinforcement according to the present invention.

As shown in FIG. 9, the humdrum tube 700 including the fiber reinforcing material according to the present invention includes a reinforcing net formed in a cylindrical shape, a fiber reinforcing material, a high strength polymer mortar layer and a coating layer including the same.

The reinforcing net 710 is a metal net, and preferably formed of galvanized metal.

The fiber reinforcing material is divided into two types according to the embodiment of the present invention.

That is, as shown in the left side of FIG. 9, the fiber reinforcing material may be composed of only fiber rods, and includes a fiber rod and a fiber panel as shown on the right side of FIG.

The first embodiment of the fiber reinforcement 720 includes a transverse fiber rod 713 which is annularly installed on the outer circumferential surface of the reinforcing net 710 and a transverse fiber rod 713 which is disposed on the outer surface of the reinforcing net 710 in the longitudinal direction And a longitudinal fiber rod 711.

At this time, the transverse fiber rod 713 and the longitudinal fiber rod 711 are spaced apart by a designed distance.

Next, the second embodiment of the fiber reinforcing material includes a transverse fiber rod 713 and a fiber panel 719 which are annularly arranged on the outer circumferential surface of the reinforcing net by a predetermined distance.

At this time, a fiber panel fixing bracket 717 is fixed to the reinforcing net 710 and is annularly installed between the transverse fiber rods 715 in close contact with the outer peripheral surface of the reinforcing net 710.

The fiber panel fixing bracket 717 is formed with a slot for receiving the fiber panel 719 and the fiber panel 719 is inserted into the slot to be vertically extended on the reinforcing net 710 As shown in Fig.

The high strength polymer mortar including the reinforcing net 710 and the fiber reinforcing material 720 is poured and cured to form the high strength polymer mortar layer 730.

An aqueous epoxy resin or polyurea resin is applied to the outer surface of the polymer mortar layer 730 to form a coating layer.

2. Construction method

2.1 Reinforcement method of building using fiber panel

Meanwhile, the present invention includes a method of reinforcing various buildings using fiber panels. At this time, the method of reinforcing a building using a fiber panel includes various embodiments according to the type of the building.

Hereinafter, embodiments of various reinforcement methods will be sequentially described according to the type of a building to be reinforced.

2.1.1 Reinforcement methods for flat structures such as concrete floors, walls, slabs, beams and square columns

10 is an exemplary view illustrating a reinforced structure according to a first embodiment of a building reinforcement method according to the present invention.

As shown in FIG. 10, a first embodiment of a method of reinforcing a building according to the present invention is a method of reinforcing a planar structure. First, the deteriorated concrete 800 of the structure reinforcing surface is poured and cleaned.

Next, an aqueous acrylic or SiO2 based permeability surface strengthening agent is applied to the reinforcing surface 810 to arrange the reinforcing surface.

The reinforced reinforcing surface 810 is planarized with a high-strength polymer mortar.

Thereafter, the reinforcing member 820 is attached to the flat screen.

At this time, the reinforcing member 820 includes a bracket and a fiber panel.

The bracket is fixed to the peaceful reinforcement surface to support the fiber panel.

To this end, the bracket includes a plate-shaped body formed with slots formed corresponding to the thickness of the fiber panel, and a fixing piece extending from the upper and lower ends of the body in a direction perpendicular to the body, .

That is, as shown in FIG. 10, after the fixing member is fixed to the reinforcing face by a knife block or an anchor bolt, the fiber panel is inserted into the slot, and the fiber panel is fixed in a state of standing on the reinforcing face .

At this time, as described above, the fibrous panel is formed into a plate with attached aggregate.

Then, a high-strength polymer mortar 830 is sprayed on the reinforcing member, and the surface to be plastered is finely finished.

Here, the reinforcing member may include a mesh sheet 840 and a fiber panel 820.

That is, as shown in FIG. 11, the mesh sheet 840 is a mesh fabric woven with basalt fiber or glass fiber, and the fiber panel 820 may be adhered on the mesh sheet 840, It may be installed upright.

2.1.2 Method of Reinforcing Concrete Square Box and Circular Tubular and Circular Column Structures

A second embodiment of the building reinforcement method according to the present invention is a reinforcing method for a column or a pipe structure, and is divided into a structure having a polygonal cross section and a structure having a circular cross section.

12 is an exemplary view showing a reinforced structure according to a second embodiment of the method for reinforcing a building according to the present invention.

First, a method of reinforcing a structure having a polygonal cross-section is performed by the same construction process as that of the first embodiment of the building reinforcement method of the present invention as described above. In order to reinforce the corner portions, A fiber mesh is installed.

That is, after the carbon fiber mesh or the aramid fiber mesh is bonded to the bent portion of the reinforced surface flattened by the high-strength polymer mortar with the aqueous epoxy mortar, the high-strength polymer mortar is poured.

12, the deteriorated concrete of the reinforcing surface 860 is poured and cleaned, and the reinforcing surface 860 is made of a water-based acrylic or SiO2 based permeable Apply the surface strengthening agent to organize the reinforcing surface.

Then, the reinforced reinforcing surface 860 is flattened with a high-strength polymer mortar, and a reinforcing member is attached to the flat surface.

The reinforcing member includes a plate-shaped fiber panel 870 spirally attached to the outer periphery of the structure and a fixing piece 880 for fixing the fiber panel 870.

That is, a plate-shaped fiber panel 870 is attached to the outer periphery of the structure in a spiral manner on the circular reinforcing face 860, and the fixing piece 880 is fixed with a knife brook or anchor bolt with the fixing piece 880 , The reinforcing member is attached.

2.2 Construction method of a house to be constructed by using a lightweight panel and a fiber panel and a fiber rod installed inside

Hereinafter, various embodiments of a building construction method according to the present invention will be described. The first embodiment of the method of constructing a building according to the present invention is a method of constructing a non-jointed house with no joints, wherein an external lightweight panel is standardized in a factory, folded and moved to form a house, a fiber panel and a rod are installed therein High-strength polymer mortar is sprayed to finish the construction method.

13 is a view illustrating an example of a building constructed according to the first embodiment of the method of constructing a building using the fiber panel according to the present invention.

As shown in the figure, the method for constructing the seamless housing according to the present invention starts from installing the fixing stand 910 on the foundation floor where the seamless housing is to be installed.

At this time, the fixing table 910 is for fixing a fiber panel 920 to be described later to the installation surface, and one side is fixed to the installation surface by an anchor or the like and the other side is fixed to the fiber panel 920 .

Next, fiber panels 920 for mortar bonding are connected to the fixing table 910 according to the shape of the building, and two pairs of the fiber panels 920 are installed at intervals of about 1m to 2m with two pairs 961 as columns.

That is, as shown in FIG. 13, the fiber panel 920 is connected and fixed in the form of a wall and a roof of the building. Of course, in this case, the fixing table 910 is also installed corresponding to the shape of the building.

Meanwhile, the fiber panels 920 are coupled to each other at bent portions of the building, and the fiber panels 920 are coupled by fixing bolts 921.

A through hole 923 is formed at a connection position of the fiber panels 920. A fiber panel 920 in which a high strength polymer mortar to be laid later passes through the through hole and is superimposed is supported by not only the fixing bolt 921, So that they can be bonded by a hardened high-strength polymer mortar.

After the fiber panels 920 are disposed, a fiber rod 930 is installed outside the fiber panel 920 in a lattice shape to increase the strength of the wall.

Inside the fiber panel 920, a mortar and a fiber mesh or metal lath 940 are disposed after the heat insulating material treatment.

Next, a water-repellent and flame-retarded paper corrugated paper or PVC corrugated paper flame-retarded and reverse-trapezoidal grooved styrofoam panel (hereinafter referred to as " 960) or a lightweight insulation panel or a lightweight wall panel to form the exterior surface 950 of the building.

Then, a high-strength polymer mortar is poured from the inside of the building toward the fiber rod 930 and the fiber plate 920 for mortar adhesion.

Here, the connection part of the lightweight panel that is folded and moved at the factory is a waterproof rubber board, a high strength fiber mesh or a waterproof nonwoven fabric (964), and the exterior of the panel is made of insulating mortar, heat insulating paint and polyurea .

At this time, the high-strength polymer mortar can be poured by the spraying application, and it is cured after sequentially pouring from the lightweight heat insulating panel or the panel for light wall to the designed thickness in which the fiber rod, the fiber panel and the fiber mesh are embedded, Can be finished with mortar plaster or CRC panels.

According to such a construction method, the seamless house according to the present invention can house a house with an integrated structure without a joining portion of the building member. Accordingly, the construction period is remarkably shortened and the house with maximized heat insulation efficiency And it is also possible to install a large amount of materials by means of transportation using light and thin external panels and fiber panels, thus reducing transportation costs.

2.3 Construction Method of Single Span Modular Housing

The second embodiment of the building construction method according to the present invention is a construction method of a single span modular housing.

Since the single span modular housing according to the present invention is composed of a single span (span), it is possible to use a space for partitioning a space in the structure, but it is possible to use the space efficiently because there is no force wall.

In addition, the single span modular housing according to the present invention can be manufactured by modularly producing the roof structure and the wall structure, which can be assembled and transported in the form of finished products or semi-finished products, thereby improving the workability and expanding the roof structure and wall structure It is possible to implement houses of various sizes through a modular member.

Hereinafter, embodiments of a roof structure constituting a single span modular housing and a construction method of the single span modular housing will be described.

2.3.1 Roof structure construction for single span modular houses

The roof structure constituting the single span modular housing according to the present invention is roughly divided into two types (first and second embodiments).

A first embodiment 1000 of a roof structure according to the present invention is a roof structure that forms a central part of a roof, and a second embodiment 1000 'of roof structure is connected to the first embodiment of the roof structure, And is a roof structure for forming a roof structure.

14 is an exemplary view showing a first embodiment of a roof structure constituting a single span modular housing according to the present invention.

A first embodiment of a roof structure constituting a single span modular housing according to the present invention will be described with reference to a construction method.

The first embodiment 1000 of the roof structure according to the present invention begins by installing a bracket 1010 on the floor, as shown in Fig.

At this time, the bracket 1010 refers to a bracket for installing the fiber panel 1020 as described above.

Then, fiber panels 1020 having different heights are installed upright on the bracket 1010.

14, it is preferable that the fiber panel 1020 is disposed such that the fiber panel height at the center portion is high and the height of the fiber panel at both sides is relatively low, as shown in FIG.

That is, the height of the fiber panel 1020 determines the gradient of the roof structure, and the fiber panel 1020 is installed differently according to the designed inclination of the roof structure.

Next, the inside of the fiber panels 1020 is filled with the inner filling material 1030.

At this time, the inner filling material 1030 may be formed of an aqueous soft insulating foam so as to secure the heat insulating performance of the house, and may be made of a lightweight mortar, thus ensuring the convenience of transportation through weight reduction.

Thereafter, a reinforcing net 1040 is installed on the curing surface of the internal filler 1030.

The reinforcing net 1040 is formed of a mesh sheet or galvanized metal lath woven with basalt fiber or glass fiber.

The lightweight mortar 1050 is cured by being installed on the reinforcing net 1040 installed.

Next, a finishing coating is performed on the cured light mortar (1050) surface.

At this time, the finish painting is performed by applying heat insulating paint or polyurea to improve the heat insulating performance of the modular house roof or improve the water resistance.

The roof structure according to the second embodiment of the present invention is formed in the same structure as the roof structure according to the first embodiment of the present invention as shown in FIG. 15, And the fiber panel 1020 is arranged to be lowered from the one end to the other end.

Accordingly, the second embodiment of the roof structure according to the present invention forms a roof structure inclined only in one direction.

2.3.2 Construction of Single Span Modular Housing Using Lightweight Panel and Roof Structure

Hereinafter, a method of constructing a single span modular housing using the roof structure according to the present invention will be described.

FIG. 16 is an exemplary view showing an example of a single span modular housing constructed by the present invention, FIG. 17 is an exemplary view showing another example of a single span modular housing constructed by the present invention, and FIG. Fig. 3 is an exemplary view showing details of an inner joint of a single span modular housing according to the invention;

As shown in FIG. 16, a single span modular housing according to the present invention includes a first embodiment 1000 of a roof structure according to the present invention and a second embodiment 1000 ' , The width of the house can be expanded.

Of course, the second embodiment 1000 'of the roof structure may be connected in multiple stages to extend the width of the house to a required size.

17, a single span modular housing according to the present invention is constructed by connecting a first embodiment 1000 and a second embodiment 1000 'of the roof structure according to the present invention in the longitudinal direction, The length can be extended to the required size.

Accordingly, the single span modular housing according to the present invention can be manufactured by transporting the first embodiment 1000, the second embodiment 1000 'and the light weight panel 600 of the roof structure according to the present invention to a construction site, Can be assembled and constructed.

Hereinafter, a construction method of the single span modular housing according to the present invention will be described in detail.

The single span modular housing according to the present invention starts with assembling the outer frame 1110 according to the design of the building.

The outer frame 1110 is for forming a frame for mounting the light weight wall and the roof structure according to the shape of a house to be constructed. The outer frame 1110 may be formed of various members, but is preferably formed of a steel pipe of a rectangular pipe.

Then, the lightweight wall body 600 is installed on the outer frame 1110.

At this time, the light weight wall 600 is installed by folding a light weight panel connected to the high strength basalt mesh sheet, installing the light weight panel on the outer frame, and then finishing the inside of the light weight panel.

Of course, the finishing construction may be performed simultaneously with the lightweight wall and the inside of the roof structure after the installation of the lightweight wall and the roof structure is completed.

In this case, the light weight panel 600 is a light weight panel as described above with reference to FIG.

The light weight wall 600 may be formed with an insertion groove 660 for inserting the outer frame 1110 into the outer frame 1110 and the outer frame 1110 may include the light wall 600 And can be fastened to the light weight wall 600 by a fastening screw 1120 passing through the wall.

In order to secure the stability of the connection between the lightweight wall body 600 and the outer frame wall 1110, a metal fastening piece 1130 bent at the joint surface of the outer frame wall 1110 and the light wall 600 is installed , The coupling member 1130 may be screwed to join the lightweight wall member 600 and the outer frame member 1110.

Next, the roof structure according to the present invention is installed on the upper part of the outer frame 1110 in which the lightweight wall body 600 is installed.

According to the size of the building, the roof structure may include only the first embodiment 1000 of the roof structure according to the present invention. In addition to the first embodiment 1000 of the roof structure, (1000 ') may be connected and installed.

At this time, the first embodiment 1000 and the second embodiment 1000 'of the roof structure and the outer frame structure 1110 are combined with each other in the same manner as the coupling between the light wall structure 600 and the outer frame structure 1110 Lt; / RTI >

That is, the roof structure may be formed with an insertion groove 660 for inserting the outer frame 1110 into the outer frame 1110 and the outer frame 1110, and the outer frame 1110 is fastened through the roof structure And can be fastened to the roof structure by a screw 1120.

Meanwhile, in order to ensure the stability of the connection between the roof structure and the outer frame, a metal fastening piece 1130 bent at the joint surface of the outer frame and the roof structure is installed, and the fastener is screwed, The outer frame 1110 can be coupled.

Next, the junction between the lightweight wall and the lightweight wall or the lightweight wall and the roof structure is sealed.

At this time, the closed joint construction may be the construction of the cocking 1140 using the polymer synthetic resin.

Thereafter, the inside of the light weight wall and the roof structure may be finished by using a lightweight mortar.

2.4 Construction method of slab without dies

Hereinafter, a method of constructing a slab according to the present invention will be described. The slab construction method according to the present invention is divided into a construction method for a flat slab and a construction method for a stepped slab in which a step is formed according to the structure.

19 is an exemplary view showing an example of a slab structure constructed by the present invention.

As shown in FIG. 19, a slab construction method according to an embodiment of the present invention is a slab construction method in which a steel frame 1120 ).

A fiber reinforcing member 1230 and a reinforcement net 1240 are installed on the steel frame 1120.

At this time, the fiber reinforcement 1230 is configured such that fiber rods are arranged in a lattice form on the steel frame.

The reinforcing net 1240 is a metal net, and preferably formed of galvanized metal.

Then, a high-strength polymer mortar 1270 is sprayed on the reinforcing net 1240 so that the steel frame 1220 is embedded.

Next, the fiber panel 1260 is installed on the high-strength polymer mortar 1270 side.

At this time, the fiber panel 1260 is installed by installing a panel fixing bracket 1250 and inserting a plate-shaped fiber panel 1260 into a slot formed in the fiber panel fixing bracket 1250 to install the fiber panel 1260 upright.

Here, the panel fixing bracket 1250 is formed in the same shape as the bracket shown in FIG.

Then, general ready mix concrete or high strength polymer mortar 1280 is laid so that the installed fiber panel 1260 is embedded.

The ready-mixed concrete or the high-strength polymer mortar 1280 is finished with slab finishing 1290 by using mortar or high-strength mortar.

The slab according to the present invention thus constructed is advantageous in that it is not necessary to install and dismantle the formwork, the construction period is shortened, the slab is slimly realized, and the self weight is reduced, thereby realizing a slab structure advantageous in design .

Another embodiment of the slab structure according to the present invention relates to a method of constructing a stepped slab, and as shown in FIG. 10, a basic construction process is the same as the above- Similar to the slab construction method of the present invention, however, the support frame is of a stepped shape with stepped portions.

Accordingly, the steel frame 1220 provided on the support frame 1210 also has a stepped shape with stepped portions.

In another embodiment of the method of constructing a slab according to the present invention, a reinforcing net 1240 formed of galvanized metal is installed on the steel frame 1220, and a reinforcing net 1240 is formed on the reinforcing net 1240 A fiber reinforcing member 1230 is provided.

Of course, the fiber reinforcement 1230 is also preferably arranged in a lattice form.

Another embodiment of the method of constructing a slab according to the present invention is to install a high strength polymer mortar 1270 so that the steel frame 1220, the reinforcing net 1240 and the fiber reinforcing material 1230 are buried without a fiber panel installation process. And the high strength polymer mortar construction side is finely finished 1290 using general mortar or high strength mortar to finish the construction of the end slab.

Another embodiment of the slab according to the present invention which is constructed as described above is not only capable of realizing a stepped structure having a slim structure due to the characteristic of the stepped structure but also a method of installing and disassembling the formwork installed with a relatively complicated structure There are advantages.

3. Self-heating type concrete structure

Hereinafter, a concrete self-heating concrete structure according to the present invention will be described in detail.

The self-heating concrete structure according to the present invention is an architectural member that generates heat when a power is supplied to a concrete building member, and the tensile reinforcement plays a role of a heating element in detail.

FIG. 21 is a block diagram showing an example of a self-heating type concrete structure according to the present invention.

As shown in FIG. 21, a self-heating concrete structure 1300 according to the present invention includes a tensile material 1310 buried in a concrete structure to bear a tensile force generated in the structure, (1320).

At this time, the tensile material 1310 is formed of carbon fiber, preferably a carbon fiber rod or a carbon fiber panel.

The tensile material 1310 basically has a tensile force, but generates heat by resistance when power is supplied.

One end of the terminal portion 1320 is connected to the end portion of the tensile material 1310, and the other end is exposed to the outside of the structure to apply power from the outside.

The self-heating type concrete structure according to the present invention includes a power supply unit 1330 for supplying power to the tensile material 1310, a sensor unit 1340 for measuring the amount of heat generated in the tensile material 1310, And a converter 1440 connected to the power supply unit 1330 for rectifying the power supplied from the power supply unit 1330 to supply a constant current.

Accordingly, the self-heating concrete structure 1300 according to the present invention includes a temperature regulator that cuts off the power supply when the calorific value measured by the sensor unit 1340 exceeds a predetermined value.

As shown in FIG. 21, the tensile members 1310 may be spaced apart in parallel, or may be installed in a lattice-like crossing fashion.

In this case, when the tensile material 1310 is provided in a lattice shape, an insulator for blocking electrical contact of the tensile material 1310 may be provided at an intersection of the tensile material 1310.

As a result, shorting by the tensile material 1310 arranged in a crossed manner can be prevented.

Since the self-heating concrete structure 1300 according to the present invention generates heat by supplying DC power to the structure itself, it is possible to perform heating of the building without a separate and safe heating mechanism, Can be prevented.

It is to be understood that the invention is not limited to the disclosed embodiment, but is capable of many modifications and variations within the scope of the appended claims. It is self-evident.

It is apparent that the configuration described in each embodiment of the present invention can be used in substitution in different embodiments.

[0001] The present invention relates to a fiber panel structural member and a method of constructing a building using the same, and more particularly, to a fiber panel structural member that secures sufficient strength while reducing the weight of a concrete structure using concrete and a fiber panel as a release material. It is possible to provide a reinforcing member, a building plate, and a column for construction which are excellent in light weight tensile effect and can be applied.

100: reinforcing member including fiber panel 110: fiber panel
120: Adhesive layer 130: Adhesive aggregate
140: bracket 200: building plate
320: Structural panel 330: Filler
410: mesh sheet 510, 520: column for building
600: Lightweight panel for building 700: Fiber reinforcement
1000, 1000 ': Roof structure 1300: Self-heating concrete structure

Claims (7)

delete delete (Y1) installing a steel frame on the supporting frame;
(Y2) installing a fiber rod or fiber reinforcement and a reinforcement net on the steel frame;
(Y3) spraying the high strength polymer mortar so that the fiber rod or the fiber reinforcing material and the reinforcing net are embedded on the reinforcing net;
(Y4) installing a fiber panel on the high-strength polymer mortar surface cured by the step (Y3);
(Y5) casting general ready mix concrete or high strength polymer mortar so that the installed fiber panel is embedded; And
(Y6) finishing the high strength polymer mortar construction surface using a conventional mortar or high strength mortar;
In the installation of the fiber panel,
Installing a panel fixing bracket;
And inserting the fiber panel into the fiber panel fixing bracket and installing the fiber panel upright,
The bracket
A plate-shaped body having a plurality of slots formed at equal intervals corresponding to the thickness of the fiber panel;
And fixing pieces formed to extend from the upper and lower ends of the body in a direction perpendicular to the body, the fixing pieces being in contact with the mounting surface,
Wherein the fixing piece has a through hole through which the fastening means passes and is fixed to the mounting surface,
The fiber panel may include:
The brackets being inserted into any one of the slots formed in the bracket in a direction orthogonal to the body of the bracket and fixed to the mounting surface by a plurality of brackets along the longitudinal direction of the fiber panel The method comprising the steps of:
The method of claim 3,
In the installation of the fiber reinforcing member,
And the fiber rods are cross-connected to each other.
The method of claim 3,
Wherein the reinforcing net comprises:
Galvanized metal sheet or fiber mesh sheet. ≪ RTI ID = 0.0 > 11. < / RTI >
6. The method of claim 5,
The support frame,
Wherein the step of constructing the fiber structure comprises the step of forming a multi-stepped structure.
delete

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