KR20020030438A - a structure of block concrete assembly - Google Patents

a structure of block concrete assembly Download PDF

Info

Publication number
KR20020030438A
KR20020030438A KR1020000061064A KR20000061064A KR20020030438A KR 20020030438 A KR20020030438 A KR 20020030438A KR 1020000061064 A KR1020000061064 A KR 1020000061064A KR 20000061064 A KR20000061064 A KR 20000061064A KR 20020030438 A KR20020030438 A KR 20020030438A
Authority
KR
South Korea
Prior art keywords
concrete
concrete block
block
blocks
concrete blocks
Prior art date
Application number
KR1020000061064A
Other languages
Korean (ko)
Inventor
이봉운
박무웅
Original Assignee
이봉운
주식회사 로이스텍
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 이봉운, 주식회사 로이스텍 filed Critical 이봉운
Priority to KR1020000061064A priority Critical patent/KR20020030438A/en
Publication of KR20020030438A publication Critical patent/KR20020030438A/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/30—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114—Elements with sockets
    • E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/40—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid the walls being characterised by fillings in all cavities in order to form a wall construction
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

PURPOSE: Structure of a sectional concrete block is provided to cast concrete without using a mold form, thus saving the time required to assembly the mold form and reducing the cost of labor and the term of works. CONSTITUTION: After molding a concrete block(1) divided into two half portions, a nut(4) is inserted and fitted into both ends of the half portions of the concrete block to which an anchor bolt(3) is able to be screwed. An inner panel(2) made of yellow soil and tile is attached to the outer surface of one of the half portions of the concrete block so as to form an inner concrete block(1a). On the other hand, an outer panel made of artificial marble or tile is attached to the outer surface of the other half portion of the concrete block so as to form an outer concrete block(1b).

Description

조립식 콘크리트블록 구조{a structure of block concrete assembly}Prefabricated concrete block structure

본 발명은 콘크리트 시공시 거푸집을 사용하지 않고 내외면 콘크리트블록을 앵커 볼트로 조립한 후 내부에 콘크리트를 타설 함으로써, 건축, 옹벽 등을 시공시 거푸집 조립시간을 절약하고 타설된 콘크리트의 양생에 관계없이 시공을 진행할 수 있도록 함으로서 공기를 단축하고 인건비를 절감할 수 있도록 발명된 콘크리트 블록 조립 구조에 관한 것이다.The present invention assembles the inner and outer concrete blocks with anchor bolts without using the formwork for concrete construction and then places concrete therein, thereby saving the assembling time when building and retaining walls, regardless of curing of the poured concrete. The present invention relates to a concrete block assembly structure invented to shorten air and reduce labor costs by allowing construction to proceed.

일반적으로 종래에는 콘크리트 건축물이나 구조물을 시공하기 위해서는 콘크리트블록을 몰타르로 접합시켜서 쌓아 올렸기 때문에 양생하는 시간과 일정한 공사기간이 소요되어야 하는 문제점들이 있었다.In general, in order to construct a concrete building or structure, there is a problem that the curing time and a certain construction period must be taken because the concrete blocks are stacked and stacked with a mortar.

즉, 기존의 콘크리트 시공 방법은 건축물이나 구조물을 시공하기 위해서는 먼저 거푸집을 조립하여 콘크리트를 타설하기 때문에 거푸집을 조립해야하는 시간이 필요하고 이를 조립하는 숙련된 목수가 필요함에 따라서 인건비가 상승되는 문제점이 있으며, 또한 콘크리트 블록을 쌓을 경우 거푸집이 필요 없다 하더라도 콘크리트블록을 몰타르로 접합시켜 적층하기 때문에 다음 공사시에는 쌓아 올려진 콘크리트 블록이 완전히 굳을 때까지 시간이 소요되어야 하는 불편함이 있었다. 특히 적층되는 콘크리트블록의 높이가 대략 6단정도 올린 상태에서는 몰타르가 완전히 굳은 다음에 다시 쌓아 올려야 하므로 공사기간이 길어지고 또한 몰타르를 이용하여 콘크리트블록을 쌓아 올리기 위해서는 숙련된 미장공만이 시공이 가능하므로 인건비가 상승요인이 발생되며, 몰타르에 의해 콘크리트블록이 접합되므로 구조가 단단하지 못한 문제점등이 있었다.That is, the existing concrete construction method requires a time to assemble the formwork to assemble the formwork in order to construct a building or structure first, and there is a problem that labor costs are increased according to the skilled carpenter to assemble the formwork. In addition, when the concrete blocks are stacked, even if no formwork is required, the concrete blocks are laminated with a mortar, so the next construction has a inconvenience that it takes time until the stacked concrete blocks are completely hardened. In particular, when the height of the stacked concrete blocks is increased by about 6 stages, the mortar must be completely solidified and then stacked again. Labor cost rises, and because the concrete blocks are bonded by mortar, there was a problem that the structure is not rigid.

본 발명은 이와 같은 문제점을 해결하기 위해 안출한 것으로서, 콘크리트블록을 조립식으로 결합하되 콘크리트블록은 반쪽으로 형성하여 시공시 콘크리트블록과 콘크리트블록의 내면을 앵커볼트로 결합한 다음 앵커볼트는 철근에 고정시켜 거푸집을 대용하고 고정된 콘크리트블록과 콘크리트블록 사이의 공간부에는 콘크리트를 타설토록 구성함으로써 건축물 또는 옹벽 시공시 거푸집을 사용하지 않고 콘크리트블록을 직접 쌓아 거푸집으로 대용하고 앵커볼트로 콘크리트 블록을 결합시켜 몰타르의 양생과 관계없이 블록을 적층시켜 공사를 진행함으로 공사기간을 단축하고 인건비를 절감할 수 있도록 된 것이다.The present invention has been made to solve the above problems, the concrete blocks are assembled in a prefabricated form, but the concrete blocks are formed in half to combine the inner surface of the concrete blocks and concrete blocks with anchor bolts during construction and then anchor bolts are fixed to the rebar By replacing the formwork and constructing concrete in the space between the fixed concrete block and the concrete block, instead of using the formwork when building or retaining walls, the concrete blocks are directly stacked and used as formwork, and the concrete bolts are combined with anchor bolts. Regardless of curing, the construction of blocks is carried out to shorten the construction period and reduce labor costs.

도1은 본 발명의 블록을 시공시 결합상태의 단면 구성도.1 is a cross-sectional configuration of the bonded state when constructing the block of the present invention.

도2는 본 발명의 앵커볼트 결합 구성도.Figure 2 is an anchor bolt coupling configuration of the present invention.

도3은 본 발명의 시공상태 구성단면도.Figure 3 is a cross-sectional view of the construction state construction of the present invention.

<도면중 주요 부분에 대한 부호 설명><Description of Signs of Main Parts in Drawings>

1:콘크리트블록 1a:내면 콘크리트블록1: concrete block 1a: inner concrete block

1b:외면 콘크리트블록 2:내장패널1b: Exterior concrete block 2: Interior panel

2':외장패널 3:앵커볼트2 ': exterior panel 3: anchor bolt

4:너트 5:철근4: Nut 5: Rebar

이와 같이 구성된 본 발명을 상세히 설명하면 다음과 같다.Referring to the present invention configured as described in detail as follows.

콘크리트 건축물 축조시 콘크리트 블록을 조립식으로 쌓을 수 있도록 된 것에 있어서,In the construction of the concrete blocks can be stacked prefabricated,

콘크리트블록(1)을 반쪽으로 성형한 후 양단 내면에 앵커볼트(3)가 나사결합 될 수 있도록 너트(4)를 매립고정하고,After molding the concrete block (1) in half, the buried fastening nut (4) so that the anchor bolt (3) can be screwed to the inner surface of both ends,

반쪽으로 형성된 콘크리트블록(1) 외면에는 황토, 타일 등의 내장패널(2)을 부착시켜 내면 콘크리트 블록(1a )을 형성하고,On the outer surface of the concrete block (1) formed in half attached to the interior panel (2) such as ocher, tile, etc. to form a concrete block (1a),

다른 반쪽 콘크리트블록(1) 외면에는 인조대리석, 타일 등의 외장패널(2')을 부착시켜 외면 콘크리트블록(1b)을 형성하고,The outer surface of the other half concrete block (1) is attached to the exterior panel (2 '), such as artificial marble, tiles to form the outer concrete block (1b),

상기 내·외면 콘크리트 블록(1a)(1b) 내면에 매립된 너트(4)에 앵커볼트(3)를 결합하고 이의 앵커볼트(3)는 내·외면 콘크리트 블록(1a)(1b) 사이에 설치된 철근(5)과 고정시켜 콘크리트블록(1)을 쌓을 수 있도록 된 구성이다.The anchor bolts 3 are coupled to the nuts 4 embedded in the inner and outer concrete blocks 1a and 1b, and the anchor bolts 3 are installed between the inner and outer concrete blocks 1a and 1b. Fixed with reinforcing bar (5) is a configuration that can be stacked concrete block (1).

이와 같이 구성된 본 발명은 내·외면 콘크리트블록(1a)(1b)을 성형시 블록성형틀이 대응되도록 된 틀바닥에 내면 또는 외면 패널(2)(2') 성형재료를 넣어 양생한 후 다시 그 상면에 콘크리트블록 성형틀을 올려 콘크리트를 타설 후 양생시키면 내면 또는 외면 콘크리트블록(1a)(1b)을 성형하게 된다.The present invention configured as described above puts the inner or outer panel (2) (2 ') molding material into the mold bottom to which the block molding frame corresponds when forming the inner and outer concrete blocks (1a) and (1b). Placing the concrete block molding frame on the upper surface and curing after pouring concrete will form the inner or outer concrete block (1a) (1b).

이때 블록성형틀에 콘크리트를 타설한 후 내·외면 콘크리트블록(1a)(1b) 양단 내면 중앙부에 너트(4)를 표면이 보이도록 매립하여 양생하고 양생시킨 후에는 블록성형틀을 분리하면 내·외면 콘크리트 블록(1a)(1b)이 성형된다.At this time, after the concrete is poured into the block molding mold, the nut 4 is buried in the center of the inner surface of both ends of the inner and outer concrete blocks 1a and 1b so that the surface is visible. The outer concrete blocks 1a and 1b are molded.

상기와 같이 성형된 콘크리트블록(1)은 콘크리트건축, 옹벽, 구조물 등을 시공할 때 통상의 방법과 같이 터파기공사를 한 후 철근(5)과 바닥 콘크리트를 하게 된다. 이렇게 바닥 및 기초공사를 한 다음에는 내면 콘크리트블록(1a)과 외면 콘크리트 블록(1b)을 서로 대응시킨 후 앵커볼트(3)로 양단 내측 중앙부에 위치한 너트(4)에 끼워 앵커볼트(3)를 회전시키면 앵커볼트(3) 양측단이 너트(4)에 도1과 같이 결합된다.The concrete block (1) molded as described above is a reinforcing bar (5) and the floor concrete after the excavation work as in the usual method when constructing concrete construction, retaining walls, structures and the like. After the floor and foundation work like this, the inner concrete block 1a and the outer concrete block 1b correspond to each other, and the anchor bolts 3 are inserted into the nuts 4 located at the inner centers of both ends, and then the anchor bolts 3 are installed. Rotating both ends of the anchor bolt (3) is coupled to the nut (4) as shown in FIG.

상기 시공되는 벽체의 폭은 앵커볼트(3)의 조임상태로서 내면콘크리트 블록(1a)과 외면 콘크리트 블록(1b)의 간격으로 조절할 수 있으며, 앵커볼트(3)는 좌우의 나사산모양이 서로 다른 방향으로 형성되어(왼나사 오른나사) 있어 조립시 앵커볼트(3)의 중앙 사각몸체를 공구로 잡고 돌리기만 하면 내·외면 콘크리트블록(1a)(1b)이 견고히 고정된다.The width of the wall to be constructed can be adjusted to the interval between the inner concrete block (1a) and the outer concrete block (1b) as a tightening state of the anchor bolt (3), the anchor bolt (3) the right and left thread shape different directions It is formed in (left-handed screw right) and when assembled, simply hold the center square body of the anchor bolt (3) with a tool and turn the inner and outer concrete blocks (1a) (1b) is firmly fixed.

상기와 같이 콘크리트 블록(1)을 조립한 후에는 결합된 양측의 앵커볼트(3)를 내·외면 콘크리트블록(1a)(1b) 사이에 위치한 철근(5)에 고정시킨 다음 콘크리트를 타설하는 방법으로 시공이 이루어진다.After assembling the concrete block (1) as described above to fix the anchor bolts (3) of the combined both sides to the reinforcing bar (5) located between the inner and outer concrete blocks (1a) (1b) and then cast concrete Construction is done by.

상기와 같이 실시되는 본 발명은 기초 또는 바닥면에 콘크리트블록 1단을 조립한 후 내·외면 사이에 콘크리트를 타설하고 다시 콘크리트블록(1)들을 쌓아 2단을 형성하고 사이에 콘크리트를 타설하는 방법으로 콘크리트블록을 쌓을 수 있으며, 콘크리트블록을 3단 내지 4단 정도까지 쌓은 후 콘크리트를 타설할 수도 있다.The present invention is carried out as described above, after assembling the first stage of the concrete block on the base or floor surface, the concrete is placed between the inner and outer surfaces, and again stacked concrete blocks (1) to form a two-stage between the concrete pouring method Concrete blocks can be stacked, and concrete blocks may be poured after stacking the concrete blocks to three to four levels.

따라서, 이러한 본 발명은 별도의 몰타르를 사용하지 않고 앵커볼트를 이용하여 콘크리트블록(1)들을 편리하게 조립식으로 쌓아올릴 수 있는 장점이 있으며, 특히 조립식이므로 숙련된 미장공뿐만 아니라 일반인들도 간단 용이하게 콘크리트블록을 쌓을 수 있는 장점이 있다.Therefore, the present invention has the advantage that can be easily assembled prefabricated concrete blocks (1) using an anchor bolt without using a separate mortar, in particular, because it is prefabricated as well as skilled plasterers easily There is an advantage that can be stacked concrete blocks.

또한, 본 발명은 앵커볼트에 의해 콘크리트 블록이 조립식으로 적층되므로 종래 몰타르로 접합되는 구조에 비해 구조적으로 견고하게 쌓을 수 있으며, 전체적으로 콘크리트블록을 적층함에 있어 간단 용이할 뿐만 아니라 공기를 단축할 수 있도록 된 것이다.In addition, the present invention, because the concrete blocks are assembled by the anchor bolts in a prefabricated structure can be stacked structurally robust compared to the structure that is bonded to the conventional mortar, so that not only easy to lay the concrete blocks as a whole, but also to shorten the air It is.

상기 본 발명은 반쪽으로 형성된 콘크리트블록 외면에 내장 또는 외장 패널(2)(2')을 부착시키도록 하는 것은 아니고 필요에 따라서 내외장 패널(2)(2')을 부착시켜 시공되는 건축물에 알맞는 내벽 또는 외멱을 구축할 수 있으며, 통상의 콘크리트 블록과 같이 내·외장 패널을 부착하지 않은 상태로 블록을 쌓은 후 차후에 마무리 시공으로 내·외 벽체시공을 할 수 있다.The present invention is not intended to attach the interior or exterior panels (2) (2 ') to the outer surface of the concrete block formed in half, it is attached to the interior and exterior panels (2) (2') as needed to know the building to be constructed It is possible to build a suitable inner wall or outer wall, and stack the blocks without attaching the inner and outer panels as in the general concrete block, and then perform the inner and outer wall construction by finishing the construction later.

이상에서 살펴본 바와 같이 본 발명은 반쪽으로 콘크리트 블록을 형성한 후 이의 콘크리트블록과 콘크리트블록을 앵커볼트로 조립 고정하는 방법으로 적층시킨 다음 콘크리트블록과 블록사이에 콘크리트를 타설하는 방법으로 벽체를 시공함으로 시공시 콘크리트를 타설하기 위한 거푸집 조립이 필요 없고, 콘크리트블록을 쌓은 후 몰타르가 굳을 때까지 기다릴 필요가 없이 차후 시공을 진행할 수 있으므로 공기를 단축시킴과 동시에 인건비를 절감할 수 있게된 효과를 갖게되었다.As described above, the present invention forms a concrete block in half, and then stacks the concrete block and the concrete block by assembling and fixing the anchor bolt with anchor bolts, and then constructs the wall by placing the concrete between the concrete block and the block. There is no need to assemble formwork for pouring concrete during construction, and it is possible to perform construction later without having to wait for the mortar to harden after stacking concrete blocks, thus reducing the air and reducing labor costs. .

Claims (1)

콘크리트 건축물 축조시 콘크리트 블록을 조립식으로 쌓을 수 있도록 된 것에 있어서,In the construction of the concrete blocks can be stacked prefabricated, 콘크리트블록(1)을 반쪽으로 성형한 후 양단 내면에 앵커볼트(3)가 나사결합 될 수 있도록 너트(4)를 매립고정하고,After molding the concrete block (1) in half, the buried fastening nut (4) so that the anchor bolt (3) can be screwed to the inner surface of both ends, 반쪽으로 형성된 콘크리트블록(1) 외면에는 황토, 타일 등의 내장패널(2)을 부착시켜 내면 콘크리트 블록(1a )을 형성하고,On the outer surface of the concrete block (1) formed in half attached to the interior panel (2) such as ocher, tile, etc. to form a concrete block (1a), 다른 반쪽 콘크리트블록(1) 외면에는 인조대리석, 타일 등의 외장패널(2')을 부착시켜 외면 콘크리트블록(1b)을 형성하고,The outer surface of the other half concrete block (1) is attached to the exterior panel (2 '), such as artificial marble, tiles to form the outer concrete block (1b), 상기 내·외면 콘크리트 블록(1a)(1b) 내면에 매립된 너트(4)에 앵커볼트(3)를 결합하고 이의 앵커볼트(3)는 내·외면 콘크리트 블록(1a)(1b) 사이에 설치된 철근(5)과 고정시켜 콘크리트블록(1)을 쌓을 수 있도록 된 구성을 특징으로 하는 조립식 콘크리트블록 구조.The anchor bolts 3 are coupled to the nuts 4 embedded in the inner and outer concrete blocks 1a and 1b, and the anchor bolts 3 are installed between the inner and outer concrete blocks 1a and 1b. Prefabricated concrete block structure, characterized in that the structure is fixed to the reinforcing bars (5) to stack the concrete block (1).
KR1020000061064A 2000-10-17 2000-10-17 a structure of block concrete assembly KR20020030438A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020000061064A KR20020030438A (en) 2000-10-17 2000-10-17 a structure of block concrete assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020000061064A KR20020030438A (en) 2000-10-17 2000-10-17 a structure of block concrete assembly

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR2020000029175U Division KR200216917Y1 (en) 2000-10-19 2000-10-19 a structure of block concrete assembly

Publications (1)

Publication Number Publication Date
KR20020030438A true KR20020030438A (en) 2002-04-25

Family

ID=19693945

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020000061064A KR20020030438A (en) 2000-10-17 2000-10-17 a structure of block concrete assembly

Country Status (1)

Country Link
KR (1) KR20020030438A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100397142B1 (en) * 2000-12-27 2003-09-06 니치다이 인더스트리얼 가부시키가이샤 Stone plate block and structures thereof
KR100948365B1 (en) * 2009-03-24 2010-03-22 (주)대명에이.티.엠 Reenforcement structure for architectural model made of artificial marble
KR101328436B1 (en) * 2012-08-06 2013-11-14 이영우 Assembled retaining wall block
CN103946466A (en) * 2011-08-19 2014-07-23 马克·R·韦伯 Wall construction system

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55138258U (en) * 1979-03-23 1980-10-02
US4577447A (en) * 1981-10-13 1986-03-25 Doran William E Construction block
JPH03275848A (en) * 1990-03-26 1991-12-06 Hokkaido Nouzai Kogyo Kk Building block, block wall and construction thereof
JPH07305432A (en) * 1994-05-13 1995-11-21 Hiromitsu Shimajiri Concrete block with legs and production method thereof
JPH1018485A (en) * 1996-07-08 1998-01-20 Kaapura:Kk Wall constructing structure and panel constituting the structure
US5992102A (en) * 1996-09-18 1999-11-30 Toyo Exterior Co., Ltd. Cellular resin block and structural unit for an exterior structure using such block

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55138258U (en) * 1979-03-23 1980-10-02
US4577447A (en) * 1981-10-13 1986-03-25 Doran William E Construction block
JPH03275848A (en) * 1990-03-26 1991-12-06 Hokkaido Nouzai Kogyo Kk Building block, block wall and construction thereof
JPH07305432A (en) * 1994-05-13 1995-11-21 Hiromitsu Shimajiri Concrete block with legs and production method thereof
JPH1018485A (en) * 1996-07-08 1998-01-20 Kaapura:Kk Wall constructing structure and panel constituting the structure
US5992102A (en) * 1996-09-18 1999-11-30 Toyo Exterior Co., Ltd. Cellular resin block and structural unit for an exterior structure using such block

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100397142B1 (en) * 2000-12-27 2003-09-06 니치다이 인더스트리얼 가부시키가이샤 Stone plate block and structures thereof
KR100948365B1 (en) * 2009-03-24 2010-03-22 (주)대명에이.티.엠 Reenforcement structure for architectural model made of artificial marble
CN103946466A (en) * 2011-08-19 2014-07-23 马克·R·韦伯 Wall construction system
CN103946466B (en) * 2011-08-19 2017-04-05 马克·R·韦伯 Body of wall construction systems
KR101328436B1 (en) * 2012-08-06 2013-11-14 이영우 Assembled retaining wall block

Similar Documents

Publication Publication Date Title
US8099918B2 (en) Special and improved configurations for unitized post tension block systems for masonry structures
US6412244B2 (en) Modular wall element
US7062885B1 (en) Foundation wall, construction kit and method
KR102040229B1 (en) Architectural modular unit and construction method thereof
KR101370163B1 (en) Construction method of concrete structure house
KR20020030438A (en) a structure of block concrete assembly
KR200216917Y1 (en) a structure of block concrete assembly
KR101326008B1 (en) Concrete structure for house construction
KR20110042160A (en) Stone block of construction
CN209924189U (en) Brick moulding bed constructional column
KR20020037637A (en) a method manufacture loess panel and block concrete assembly
JPH07158183A (en) Connecting method of panel body for construction
JPH11323958A (en) Execution method of building and concrete product used therefor
KR20110101746A (en) A brick
JP2757032B2 (en) Construction method of underground building with pillars with capital by reverse hitting method
KR200234131Y1 (en) Prefab reinforcing-bar-concrete stair-block
KR100445254B1 (en) Folded concrete permanent form
JP2862656B2 (en) Permanent form plate assembly unit
JPH05280127A (en) Shuttering serving as permanent form, and dead form method therewith
KR20050079383A (en) A mold assembly apparatus for wall construction a building
JP3027210B2 (en) Exterior wall panels
KR0136228Y1 (en) Soundproofing concreat block for construction
JP3643343B2 (en) Building foundation construction method
KR200228591Y1 (en) fixing body of prefabricate a concrete block
KR200349941Y1 (en) a mold assembly apparatus for wall construction a building

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E601 Decision to refuse application