KR20140112175A - Forms integrated construction structure and its construction method - Google Patents

Forms integrated construction structure and its construction method Download PDF

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Publication number
KR20140112175A
KR20140112175A KR1020130026528A KR20130026528A KR20140112175A KR 20140112175 A KR20140112175 A KR 20140112175A KR 1020130026528 A KR1020130026528 A KR 1020130026528A KR 20130026528 A KR20130026528 A KR 20130026528A KR 20140112175 A KR20140112175 A KR 20140112175A
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South Korea
Prior art keywords
wall
mold
concrete
molds
roof
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KR1020130026528A
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Korean (ko)
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남궁영환
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남궁영환
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Priority to KR1020130026528A priority Critical patent/KR20140112175A/en
Publication of KR20140112175A publication Critical patent/KR20140112175A/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

A mold integrated structure is disclosed. The mold assembly structure includes a plurality of molds for wall assembled in the up and down direction and the left and right direction for forming the wall; Wherein the plurality of walls are formed of a plurality of panels arranged in parallel to each other so as to connect the pair of panels to each other, Wherein the plurality of partitions are formed in a concrete flow hole, the molds for wall are filled in the concrete space to be integrated with the hardened concrete to form an outer wall and an inner wall of the wall, Landfill.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a structure integrated with a mold,

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an architectural structure and a method of constructing the same, and more particularly, to a constructional structure including a concrete wall and / or a roof, and a method of constructing the same.

In various types of buildings such as houses (single or multi-family houses), factories, warehouses, fences, soundproof walls, and the like, the building structures such as walls are formed by a concrete injection method using a formwork. Generally, the concrete injection method is a method in which a form is formed so as to define a shape of a wall or the like, and then a concrete is poured in a form, and then the concrete is hardened to form a concrete wall. At this time, if the concrete is sufficiently cured, it is required to disassemble the formwork.

The wall construction method of a conventional building using the mold as described above is disadvantageous in that it takes a lot of time and cost and involves a lot of dangerous work because the next process can be started after the form is dismantled. In particular, wall construction and roof construction are divided into completely different processes. After the walls are completed in one or more layers through formwork, concrete pouring, formwork dismantling, roofs must be installed separately, .

Also, after wall construction, interior construction and exterior finishing are required, and attempts have been made in the art to reduce the time and cost of interior and exterior finishing work.

In contrast, the inventor of the present invention has developed a technique for omitting the work of dismantling the formwork when constructing a building structure such as a wall and / or a roof.

One problem to be solved by the present invention is that the molds defining the concrete spaces are integrated as part of the walls and / or the roof to eliminate the existing work of demolishing the formwork, thereby making it possible to simplify, To provide a mold structure integrated with a mold.

Another object of the present invention is to provide a method for constructing a building including a wall and a roof by integrating the mold (s) corresponding to at least a part of the wall and the mold (s) corresponding to the roof by a single concrete casting Thereby providing a more economical, simple and stable method of constructing the building structure.

A mold integrated structure according to an aspect of the present invention includes: a plurality of molds for a wall assembled in a vertical direction and a lateral direction for forming a wall; And concrete formed by filling the concrete space defined by the molds for wall. Wherein each of the plurality of molds for a wall includes a pair of panels facing each other and a plurality of partitions formed to be parallel to each other to connect the pair of panels, a concrete flow hole is formed in each of the plurality of partitions, The molds for walls are filled in the concrete space to be integrated with the hardened concrete to form an outer wall and an inner wall of the wall, and the plurality of partitions are embedded in the concrete.

According to one embodiment, the plural molds for wall include a mold for a wall in which the longitudinal insertion portion is formed at the lower end or the upper end, and the longitudinal insertion portion of the mold for wall is inserted into the upper or lower end of the mold for another wall, Assembling of the molds for the walls adjacent to the upper and lower sides is performed.

According to one embodiment, the molds for a wall include a mold for a wall formed at one end of the transverse insertion portion, and the inserting portion is inserted at a side end of the mold for another wall to form an assembly of left and right molds for a wall .

According to one embodiment, the plural molds for a wall have a first wall mold for forming a longitudinal inserting portion at a lower end or an upper end thereof and a transverse inserting portion formed at one end thereof, and a second wall mold for inserting the longitudinal inserting portion, And a third wall mold for assembling the first wall mold and the second wall mold in such a manner that the lateral wall inserting portion is sandwiched between the first wall mold and the left wall mold.

According to one embodiment, the mold-integrated construction structure further includes a corner connecting member for connecting the molds for the wall arranged in the crossing direction among the plurality of molds for wall, In each of the side walls, the molds for the wall are assembled in parallel up and down, and concrete flow holes are formed in the two side walls through the molds.

According to one embodiment, the mold is made by molding thermoplastics or metal materials.

According to an embodiment, the at least one corresponding panel of the pair of panels is integrally formed with the heat insulating material filling structure, and the heat insulating material filling structure includes a spacing plate forming a space for filling the heat insulating material with the panel A plurality of partitioning walls for partitioning the space for filling the heat insulating material into a plurality of spaces and connecting the spacing plates to the corresponding panel are formed between the spacing plate and the corresponding panel, Is filled.

According to one embodiment, the wall and the roof are integrally connected to each other, wherein the mold structure includes roof molds formed by molding thermoplastic plastic or metal to form the roof, And a plurality of partition walls formed to be parallel to each other to connect the pair of panels, wherein a concrete flow hole is formed in each of the plurality of partitions, and the roof molds are filled in a concrete space to form a hardened concrete To form an outer surface and an inner surface of the roof, and the plurality of partitions are embedded in the concrete.

According to one embodiment, the roofing molds include a first roofing mold and a second roofing mold which are inclined in a direction intersecting each other with a gap in the ridge portion, and at least one wall of the mold for a wall Wherein the frame supports the first roof molding frame and the second roof molding frame in the vicinity of the open ends thereof and the concrete poured through the gap is held between the upper opening of the wall mold and the first and second roofing molds And then hardened.

According to still another aspect of the present invention, there is provided a mold structure integrated with a mold, which is constructed without disassembling the mold, wherein the mold structure includes a plurality of roof molds assembled to form a roof, And concrete formed by filling the limited concrete space. In this case, each of the roof molds includes a pair of panels facing each other, and a plurality of partition walls formed to be parallel to each other to connect the pair of panels, wherein a concrete flow hole is formed in each of the plurality of partition walls, The roof molds are filled in the concrete space and integrated with the hardened concrete, and the plurality of partitions are embedded in the concrete.

According to still another aspect of the present invention, a mold for a wall is assembled vertically, horizontally and vertically; Connecting the mold for a wall and the roof for a mold so that an open end of the mold for roof is connected to the top opening of the mold for a wall, simultaneously pouring the concrete through the open end and the top opening, The wall mold and the roof mold form an architectural structure integrated with the concrete.

As used herein, the term "building" refers to the final construction result of a house, a common house, a factory, a warehouse, a soundproof wall or a fence, , Wall-slab connection structures, and the like.

The present invention makes it possible to form walls of small buildings more simply, safely and with less time and cost. More specifically, according to the present invention, a mold frame defines a concrete installation space before a wall and / or a roof is constructed and is integrated with the concrete after the construction of the wall and / or the roof to remain as an inner wall and an outer wall of the wall (or roof) It enables simple and safe construction of mold structure without form. Further, according to an embodiment of the present invention, it is possible to overcome the construction problem in which the size of the wall to be installed and the combined size of the plural molds do not match by using the corner or the intermediate connecting member. In addition, the present invention can be applied to a case in which at least one panel of a formwork is molded so as to have various shapes or patterns such as a brick shape and a lattice form, and a separate exterior material or interior material including a pattern or shape after the formation of a wall and / And the mold itself can be used as an exterior or interior material including a three-dimensional or flat shape or pattern. Further, since the present invention provides a structure in which the partition walls connecting the panels of the formwork are embedded in the concrete between the panels, it is possible to realize a more stable building with respect to load, buckling and bending moment. Also, by providing concrete flow holes in the bulkheads, the floating concrete can smoothly spread into the concrete space, which can greatly reduce the work and cost of pouring concrete. Further, the present invention provides an additional advantage that the roof and the wall can be simultaneously constructed through a single concrete pouring operation.

1 is a perspective view showing a house as an example of a building to which the present invention is applicable,
2 is a perspective view showing a mold used for construction of a mold integrated wall according to an embodiment of the present invention,
3 is a cross-sectional view illustrating a process of vertically connecting the molds according to an embodiment of the present invention,
FIG. 4 is a cross-sectional view illustrating a process of connecting left and right molds according to an embodiment of the present invention,
5 is a longitudinal sectional view showing a part of a wall formed using a mold according to an embodiment of the present invention,
6 is a cross-sectional view of a portion of a wall formed using a mold according to an embodiment of the present invention,
Figures 7A-7 are cross-sectional views showing accessory members additionally used in the assembly of a mold at specific locations,
8A to 8C are views showing various examples in which the molds are assembled using the accessory member,
9 is a perspective view showing a mold used for construction of a mold integrated wall according to another embodiment of the present invention,
Fig. 10 is a sectional view showing a part of a mold integrated wall formed using the mold shown in Fig. 9,
11 is a view for explaining construction of an architectural structure using a mold for a roof and a mold for a wall,
12 is a perspective view showing another form of the roof form shown in Fig.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. The following embodiments are provided as examples for allowing a person skilled in the art to sufficiently convey the idea of the present invention. Therefore, the present invention is not limited to the embodiments described below, but may be embodied in other forms. In the drawings, the width, length, thickness, and the like of the components may be exaggerated for convenience.

FIG. 1 is a perspective view showing a house as an example of a building to which the present invention is applicable, FIG. 2 is a perspective view showing a mold used for construction of a mold integrated wall according to an embodiment of the present invention, FIG. 4 is a cross-sectional view illustrating a process of connecting the molds in a lateral direction according to an embodiment of the present invention, and FIG. 5 is a cross- Fig. 6 is a cross-sectional view showing a part of a wall formed using a mold according to an embodiment of the present invention, Figs. 7A to 7 are cross-sectional views showing a part of a wall formed using a mold, Sectional views showing accessory members additionally used in the assembly of a mold in FIGS. 8A to 8C, and FIGS. 8A to 8C are views showing various examples in which the molds are assembled using the accessory member. FIG.

Referring to Fig. 1, the building includes a building 1 such as a wall 1 and a slab. The building may further include a roof 2. The building as shown in Fig. 1 can be constructed by connecting the wall 1, the slab, and the roof 2 as described above. According to an embodiment of the present invention, the wall 1 may be formed by an up-and-down rectangular box-shaped mold 10 (see FIG. 2) and an assembling structure including the same.

Referring to FIG. 2, the mold 10 integrally includes a pair of opposing panels 11, 11, that is, an inner wall panel and an outer wall panel, which are symmetrical to each other. A concrete space in which concrete is laid between the pair of panels (11, 11) is formed. Further, the mold 10 integrally includes a plurality of partition walls 12 for reinforcing connection between the pair of panels 11, 11. The plurality of partitions 12 are arranged side by side along the longitudinal direction of the mold 10, and the plurality of partitions 12 divide the concrete space into a plurality of unit spaces. In addition, the plurality of partition walls 12 are formed with concrete flow holes 121, and the flowing concrete introduced into one unit space through the concrete flow holes 121 can enter into neighboring other unit spaces .

The mold 10 may be formed by molding a thermoplastic or non-flammable plastic material or a metal material. The material of the mold 10 can be selected in consideration of the load and the shearing force of the bending moment. Further, the mold 10 can be formed by compression molding using a compression die. In the molding process of the mold 10, the panels 11 and 11 and the partitions 12 are integrally formed. Also, as will be described below, the mold 10 includes inserts formed by steps of the lower end and one end of the panels 11, 11, and the inserts can also be formed by the molding. Furthermore, when the mold 10 is molded, various patterns or patterns such as bricks of the outer surface of the panels 11 and 11 are formed in a three-dimensional manner so that the shape or pattern desired by the owner It can be implemented on the wall. In the construction site (or construction site), by connecting the molds 10 vertically, laterally, and laterally by a primary process, a concrete space having a shape corresponding to the wall of the building is formed.

As described above, the mold 10 includes a longitudinal insertion portion 114 formed by narrowing the interval between the pair of panels 11, 11 by a step at the lower end of the panels 11, 11 formed by narrowing the interval between the pair of panels 11, 11 by a step of one side end. The vertical insertion part 114 at the lower end of the mold 10 positioned at the upper part is inserted into the upper end of the other mold 10 positioned at the lower part so that the molds 10 can be assembled up and down, The lateral insertion portion 116 at one end is inserted into the adjacent side end of the other form 10 positioned on the right or left side so that the left and right assemblies of the forms 10 can be made.

Referring to FIG. 3, the process of connecting the upper mold (s) 10 to the lower mold (s) 10 can be seen. 4 (a) and 4 (b), a process of connecting the left mold (s) 10 to the right mold (s) can be seen. As described above, the two panels 11 and 11 facing each other in each unit frame 10 are reinforced by a plurality of partitions 12 formed in parallel in the longitudinal direction. The vertical insertion portion 114 of the lower end of the upper mold 10 is fitted to the upper end of the lower mold 10 as shown in Fig. 3 so that the molds 10 are vertically assembled. The lateral insertion portion 116 at the right end of the left mold 10 is also inserted into the left end of the right mold 10 as shown in Fig. 4, whereby left and right assembling (horizontal assembling) of the molds 10 is performed.

At this time, when the longitudinal insertion portion 114 is formed at the end of at least one of the upper end and the lower end of the mold 10, the opposite end of the longitudinal insertion portion 114 is inserted into the longitudinal insertion portion of the other form Extends beyond the upper or lower end of the partition 112 beyond the length of the longitudinal insertion. When the transverse insertion portion 116 is formed at one end of each of the two side ends of the mold 10, the opposite end of the transverse insertion portion 116 is inserted into the insertion portion 116 of the other template, So as to extend beyond the partitions 112 beyond the length of the transverse inserts. The outer faces of the upper mold 10 and the outer faces of the lower mold 10 may be flush with each other at the time of vertical assembly of the molds 10. When the molds 10 are horizontally assembled, It is preferable that the outer surface of the right mold 10 and the outer surfaces of the left mold 10 also have the same plane. Further, it is preferable to further include an operation of fixing with a glue so as to suppress warpage that may possibly occur at the connection or assembling site during the horizontal or vertical assembly.

Note that the outer surfaces of the mold 10 may be the same as the outer and inner wall surfaces of the finished wall. The wall structure of the rupture usually includes intersecting parts, the means of connecting the frames 10 at these intersections will be described in more detail below.

As shown in Figs. 3 and 4, when the molds 10 and 10 are assembled corresponding to the wall shape of the building, a process of casting the concrete into the space defined by the molds 10 is performed. Referring to FIG. 5, a longitudinal section of a part of the wall formed by casting the concrete 20 into a space defined by the molds 10 can be seen. 6 shows a cross-sectional view of a part of the wall formed by placing the concrete 20 in a space defined by the molds 10. Referring to FIGS. 5 and 6, the two adjacent panels 11, 11 of the mold 10 are integrated with the concrete 20 located therebetween. At this time, a plurality of partitions 12 connecting the two panels 11 and 11 at predetermined intervals are embedded in the concrete 20. According to this, it is possible to form the wall 1 of the building as shown in Figs. 5 and 6 without separating the molds 10 from the concrete 20. At this time, the outer surface of the one side panel 11 is the outer wall surface of the wall body 1, and the outer surface of the other side panel 11 is the inner wall surface of the wall body 1. As described above, when a shape or a pattern is formed on the outer surface of the panel 11 on one side or the other side, the shape or pattern remains on the inner wall surface or the outer wall surface of the wall body 1.

Wall structures of most buildings, except for fences and soundproof walls, include intersections where unit walls cross each other. And, when the concrete-mold integrated wall is constructed by using the molds as described above, the position of the mold may be shortened. Also, consideration should be given to door and window portions and specific locations. Due to the above points, various types of accessory members as shown in Fig. 7 can be used in addition to the above-described molds.

Each of the accessory members shown in Figs. 7 (a) and 7 (b) includes an intermediate connecting member (not shown) which is used to fill a gap formed between adjacent panels 10 in the same line due to the lack of the length of the mold 10 17a or 17b). The intermediate connecting member 17a or 17b has a vertically elongated box shape with four elongated side walls intersecting in a quadrangle and is different from the above-described molds 10 assembled up and down corresponding to the wall height to be completed , And may have a height corresponding to the height of the wall to be completed by itself. Therefore, the above-mentioned molds 10 are assembled side by side along the side surface of the intermediate connecting member 17a or 17b. At this time, the intermediate connecting member 17a or 17b includes a concrete flow hole 172a or 172b on the sidewall (s) connected to the formwork 10 of the four side walls. Therefore, the concrete having fluidity can flow between the intermediate connecting member 17a or 17b and the mold 10, and when the concrete is hardened, the intermediate connecting member 17a or 17b and the mold 10 can be integrally formed with the concrete . The intermediate connecting member 17a also includes a lateral insertion portion 174a or 174b which is inserted into one side end of the mold 10 on at least one side wall of the mold 10 and the corresponding side wall.

The accessory member shown in Fig. 7C is a corner connecting member 17c provided corresponding to the corner of the wall. The corner connecting member 17c, like the intermediate connecting member 17a or 17b, has a vertically elongated box shape with four long side walls crossing in a quadrangular shape. The corner connecting member 17c connects the molds 10 crossing at right angles, unlike the intermediate connecting member 17a or 17b connecting the molds 10 and 10 on the same line. The corner connecting member 17c can also have a height corresponding to the height of the wall to be completed by itself. Therefore, the above-mentioned forms 10 are assembled in parallel vertically along each of the two intersecting sides of the corner connecting member 17c.

 At this time, the corner connecting member 17c includes a concrete flow hole 172c on the sidewall (s) connected to the formwork 10 of the four side walls. Therefore, the concrete having fluidity can flow between the corner connecting member 17c and the mold 10, and when the concrete is hardened, the corner connecting member 17c and the molds 10 are integrally fixed together with the concrete, Lt; / RTI > The corner connecting member 17c includes lateral inserting recesses 174c and 174c into which the lateral inserting portions of the mold 10 are inserted at right angles to two sidewalls. Alternatively, the upper corner connecting member 17c may include a transverse insert inserted into the end or lateral recess of the mold 10 instead of the recess.

 Since the corner connecting member 17c has to have two sidewalls that intersect at right angles to each other (and at an arbitrary angle), it may have a fan-shaped or triangular cross-section as shown in Fig. 8C have.

7d is a closing member 17d used for finishing the door or window portion of the wall, for example, and the closing member 17d covers one side of the mold 10 assembled in parallel vertically Close. The closing member 17d may be formed to have a length corresponding to the height of the wall to be completed, the height of the window, or the height of the door.

Referring to Fig. 8A, the above-described intermediate connecting members 17a connect the molds 10 on the same line to the left and right. The molds 10 and 100 on one side of the intermediate connecting member 17a are connected to one side of the intermediate connecting member 17a in a vertically assembled state and the molds 10 and 10 on the other side of the intermediate connecting member 17a, Are connected to the other side of the intermediate connecting member 17a in a vertically assembled state. In addition, the closing member 17d closes the one side opening of the assembly of the mold 10 assembled up and down.

Referring to FIGS. 8B and 8C, it can be seen that the above-described corner connecting members 17c are perpendicularly connected to each other at right angles to each other. One of the molds 10 and 10 and the other molds 10 and 10 arranged to be perpendicular to each other are connected to the two intersecting sidewalls of the corner connecting member 17c. Further, the closing member 17d closes one side opening of the mold assembly 10 assembled up and down.

Fig. 9 is a perspective view showing a mold used for constructing a mold integrated wall according to another embodiment of the present invention, and Fig. 10 is a sectional view showing a part of a mold integrated wall formed using the mold shown in Fig.

9 and 10, the mold 10 according to the present embodiment includes a pair of panels 11a and 11b which are symmetrical to each other and face each other. One panel of the pair of panels can form the outer wall of the wall and the other panel can form the inner wall of the wall.

A concrete space in which concrete is laid between the pair of panels 11a and 11b is formed. Further, the mold 10 integrally includes a plurality of partitions 12 for reinforcing connection between the pair of panels 11a and 11b. The plurality of partitions 12 are arranged side by side along the longitudinal direction of the mold 10, and the plurality of partitions 12 divide the concrete space into a plurality of unit spaces. In addition, the plurality of partition walls 12 are formed with concrete flow holes 121, and the flowing concrete introduced into one unit space through the concrete flow holes 121 can enter into neighboring other unit spaces .

According to the present embodiment, the first panel 11a of one of the pair of panels 11a and 11b is constructed in the same manner as the previous embodiment, and the other panel, that is, the second panel 11b, Is integrally formed with the heat insulating material filling structure to form a space 19v (hereinafter referred to as 'heat insulating material filling space') in which the heat insulating material 30 is filled. In this embodiment, the heat insulating material filling structure includes a spacing plate 19a that forms the space 19v with the second panel 11b. A plurality of partitions 19c for partitioning the heat insulating material filling space 19v into a plurality of spaces and connecting the spacing plates 19a to the second panel 11b are provided between the spacing plates 19a and the second panel 11b. Is formed. The heat insulating material 30 is filled in the plurality of heat insulating material filling spaces 19v defined by the plurality of partitioning portions 19c. The heat insulating material 30 may be styrofoam or the like which is inserted in a solid state. Alternatively, a material having fluidity, for example, foamed concrete, may be filled in the heat insulating material filling space 19v and then cured to form the heat insulating material 30. In this case, a hole 19e may be formed to allow the heat insulating material flowing in each of the plurality of partitions 19c to flow from one filling space to the other filling space.

10, the concrete 20 is integrated with the pair of panels 11a and 11b between the pair of panels 11a and 11b, and the concrete 20 is provided on the second panel 11b of the pair of panels The heat insulating material 30 is filled in the heat insulating material filling space 19v. In this embodiment, the heat insulating material filling structure and the heat insulating material filling space 19v are provided in only one panel of the pair of panels. However, the heat insulating material filling structure and thus the heat insulating material filling space 19v It should be noted that

A method of constructing a wall using the above-described mold, and a method of constructing a building including the wall will now be described.

Once the foundation work is completed, reinforcements are laid out according to the plan. Next, the molds 10 are set. At the time of setting the mold 10, the molds 10 are assembled up and down or left and right. When setting the molds 10, it is advisable to fix them with an "L" -shaped angle so that the floor and the wall do not move. Next, the wall 1 (see FIG. 1) of the building is made by placing concrete in a concrete installation space in a panel structure formed by setting and assembling the frames 10 in the site. When the concrete is hardened, the molds 10 are integrated into the concrete and remain as the inner wall and the outer wall of the wall. Then, the partitions of the mold 10 are embedded in the concrete.

According to another embodiment of the present invention, there is provided an architectural structure integrally including a mold integrated wall according to the above-described embodiments and a mold integrated wall to be described later. FIG. 11 is a view for explaining construction of a building structure using a roof formwork and a wall formwork, and FIG. 12 is a perspective view showing another form of the roof formwork shown in FIG. Hereinafter, for the sake of convenience of explanation, a form frame will be described as a form frame for a wall and a form frame for a roof.

Referring to FIG. 11, the roof mold 10 'includes a pair of panels 11' and 11 'which are symmetrical to each other and face each other like the mold 10 for a wall, that is, the outer panel and the inner panel are integrally formed . A concrete space in which concrete is poured is formed between the pair of panels 11 'and 11'. The roof mold 10 'integrally includes a plurality of partition walls 12' for reinforcing connection between the pair of panels 11 'and 11'. The plurality of partitions 12 'are arranged side by side along the longitudinal direction of the roof form 10', and the plurality of partitions 12 'divide the concrete space into a plurality of unit spaces. In addition, a concrete flow hole 121 'is formed in each of the plurality of partitions 12', and a flow concrete flowing into one unit space through the concrete flow hole 121 ' You can enter.

The roof mold 10 'can be formed by compression molding a thermoplastic plastic material or a metal material which is incombustible or semi-combustible, like the mold 10 for a wall described above, using a compression die. The panels 11 'and 11' and the partition walls 12 'are integrally formed in the molding process of the roof form 10'. Although not shown in Fig. 11, at one open end of the roof form 10 ', an insert portion for inserting and assembling one branch form 10' into the open end of the other roof form 10 ' . The assembly is performed in a direction parallel to the partition 12 'of the roof 10'. It is conceivable to form a tile pattern on the upper surface of the outer panel of the roof form 10 'when the roof form 10' is molded.

When the roof and the walls are integrally formed, the molds 10 'of the other set of the set of the roof form 10' are arranged at an inclination in the direction intersecting each other with the gap G in the ridge portion.

At this time, one wall mold 10 among the wall molds 10 supports the vicinity of the ends of each of the two sets of roof molds 10 ', 10'. The wall mold 10 and the roof mold 10 'are fixed by the angle member 102 and the fastening members having a substantially V-shaped cross section. A gap between the first set and the second set of the roof form frame is connected to the upper end opening of the form mold for wall 10 and the open end of the form mold 10 'for roof, and although not shown, (10 ') are also supported by the H beam at the middle portion. Since the H-beam is supported at the intermediate part of the roof form 10 ', it can withstand a large load.

When concrete is poured into the concrete through the gap G described above, the concrete passes through the open end of the roof form 10 'and the top opening of the wall form mold 10 to form the roof form 10' Concrete is injected into the mold 10. At this time, the concrete passes through the partition 12 'of the roof form 10' through the concrete flow hole 121 'and spreads widely on the roof form 10. Since the roof form 10 'is inclined, the flowable concrete can reach the end of the roof form 10' while flowing from top to bottom. When the fluidity concrete is cured, an architectural structure in which the concrete 20, the wall molds 10, and the roof molds 10 'are integrated can be completed. At this time, the roof panel faces the upper part of the wall and the concrete is poured into the mold partitions, so that the inclined part and the main wall are cured. The ridge cover 104 is placed on concrete after it is poured, and is fixed so that it can be adhered with concrete. On sloped roofs, single and various types of finishing materials can be applied.

12, another form of the roof form 10 'is shown, wherein the first panel 11a' of one panel of the pair of panels 11a ', 11b' And the other panel, that is, the second panel 11b ', is formed in the same manner as the first panel 11b' to form a space 19v '(hereinafter, referred to as' a heat insulating material filling space' . In this embodiment, the heat insulating material filling structure includes a spacing plate 19a 'which forms the space 19v' between the second panel 11b 'and the heat insulating material filling structure. A plurality of spacers 19a 'are connected to the second panel 11b' by partitioning the space 19v 'between the spacing plates 19a' and the second panel 11b ' A plurality of partitions 19c 'are formed. Insulating material is filled into the plurality of heat insulating material filling spaces 19v 'defined by the plurality of partitioning portions 19c'. Styrofoam or the like which is inserted in a solid state can be used as the heat insulating material. Holes for allowing the heat insulating material flowing in each of the plurality of partitions 19c 'to flow from one filling space to the other filling space may be formed.

When the roof form 10 'as described above is inclined, it is preferable to connect the H beams H to support the middle part of the roof form 10' as mentioned above.

In addition, it is possible to finish the wall construction only by one process using only plain concrete without reinforcement at the time of general house construction. For example, when constructing a common house, it is advisable to install concrete after installing the reinforced concrete structure by structural calculation.

In the construction of the wall structure described above, the wall-form molds are stacked on top of each other, and then the concrete is laid on the top of the mold to complete a single-walled concrete wall. Then, the above process is repeated, Concrete wall is completed. It is possible to construct the slab in the middle of the process of forming the one-frame-type concrete wall and the process of forming the other one-wall type concrete wall. Further, in the uppermost layer, the roof and the wall can be integrally connected in the same manner as described above.

It should be noted that the present invention can be applied not only to general houses, but also to various buildings such as apartments, villas, warehouses, factories, soundproof walls, fences, and the like.

1: wall 2: roof
10, 10 ': mold 12, 12': partition wall
11, 11a, 11b, 11 ', 11a', 11b '
20: concrete 30: insulation

Claims (10)

As a mold structure,
A plurality of wall molds assembled vertically and laterally to form a wall; And
And concrete formed by filling the concrete space defined by the molds for wall,
Wherein each of the plurality of molds for a wall includes a pair of panels facing each other and a plurality of partitions formed to be parallel to each other to connect the pair of panels, a concrete flow hole is formed in each of the plurality of partitions, Wherein the molds for walls are filled in the concrete space and integrated with the hardened concrete to form an outer wall and an inner wall of the wall, and the plurality of partitions are embedded in the concrete.
The wall mold according to claim 1, wherein the plurality of wall molds include wall molds having longitudinal insertion portions formed at the lower ends or upper ends thereof, and the longitudinal insertion portions of the wall molds are inserted into the upper or lower ends of the other wall molds, Wherein the molds for walls adjacent to each other are assembled. [2] The apparatus according to claim 1, wherein the molds for a wall include a mold for a wall formed at one side of a transverse insertion part, and the transverse insertion part is inserted at a side of another mold for a wall, Wherein the mold structure is formed of a resin.  [2] The apparatus according to claim 1, wherein the plurality of molds for a wall have a first wall mold having a longitudinal insertion portion formed at a lower end or an upper end thereof and a transverse insertion portion formed at one end thereof, A mold for a second wall, which is assembled in a vertical direction with a mold for a wall, and a mold for a third wall, which is fitted to the mold for a first wall, Architectural structures. [2] The apparatus according to claim 1, further comprising a corner connecting member for connecting wall molds arranged in an intersecting direction among the plurality of wall molds for wall, wherein in each of the two side walls intersecting each other of the corner connecting member, Wherein the two sidewalls are formed in parallel with each other, and concrete flow holes are formed in the two sidewalls, respectively, through the molds. The mold structure according to claim 1, wherein the mold is formed by molding thermoplastics or a metal material. The panel according to claim 1, wherein at least one corresponding panel of the pair of panels is formed integrally with the heat insulating material filling structure, and the heat insulating material filling structure includes spacing plates for forming a heat insulating material filling space between the panels, Wherein a plurality of partitions are formed between the spacing plate and the corresponding panel to divide the space for filling the heat insulating material into a plurality of spaces and connect the spacing plate to the corresponding panel and the heat insulating material is filled in the plurality of heat insulating material filling spaces defined by the plurality of partitions Wherein the mold structure is filled with a mold. The roof structure according to any one of claims 1 to 7, wherein the wall and the roof are integrally connected to each other, and roof molds formed by molding a thermoplastic plastic or metal to form the roof, And a plurality of partition walls formed to be parallel to each other to connect the pair of panels, wherein a concrete flow hole is formed in each of the plurality of partitions, and the roof molds are filled in a concrete space to form a hardened concrete Wherein the plurality of partitions are embedded in the concrete, wherein the plurality of partitions are embedded in the concrete.  9. The mold of claim 8, wherein the roof molds include a first roof mold and a second roof mold which are inclined in a direction intersecting each other with a gap in a ridge portion, and at least one wall mold And a second roof molding frame for supporting the first roof molding frame and the second roof molding frame in the vicinity of the open end of the first roof molding frame and the second roof molding frame for supporting the upper end opening of the mold for a wall, Is filled in the open end and then hardened. Assembling the mold for the wall vertically and horizontally; Connecting the mold for a wall and the roof for a mold so that an open end of the mold for roof is connected to the top opening of the mold for a wall, simultaneously pouring the concrete through the open end and the top opening, Wherein the mold for a wall and the mold for roof form an architectural structure integrated with concrete.
KR1020130026528A 2013-03-13 2013-03-13 Forms integrated construction structure and its construction method KR20140112175A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101950920B1 (en) * 2017-09-20 2019-02-22 한라산업개발 주식회사 Unit member for wall structure
KR20200065983A (en) * 2018-11-30 2020-06-09 주식회사 포스코 steel plate concrete synthetic wall
CN117868356A (en) * 2024-03-13 2024-04-12 山西安晟科技发展有限公司 Green low-carbon disassembly-free foam ceramic template

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101950920B1 (en) * 2017-09-20 2019-02-22 한라산업개발 주식회사 Unit member for wall structure
KR20200065983A (en) * 2018-11-30 2020-06-09 주식회사 포스코 steel plate concrete synthetic wall
CN117868356A (en) * 2024-03-13 2024-04-12 山西安晟科技发展有限公司 Green low-carbon disassembly-free foam ceramic template
CN117868356B (en) * 2024-03-13 2024-05-14 山西安晟科技发展有限公司 Green low-carbon disassembly-free foam ceramic template

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