KR200389562Y1 - Mortarless Cavity Concrete Block - Google Patents
Mortarless Cavity Concrete Block Download PDFInfo
- Publication number
- KR200389562Y1 KR200389562Y1 KR20-2005-0010075U KR20050010075U KR200389562Y1 KR 200389562 Y1 KR200389562 Y1 KR 200389562Y1 KR 20050010075 U KR20050010075 U KR 20050010075U KR 200389562 Y1 KR200389562 Y1 KR 200389562Y1
- Authority
- KR
- South Korea
- Prior art keywords
- coupling parts
- width
- height
- exterior
- parts
- Prior art date
- Legal status (The legal status 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 status listed.)
- Ceased
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 17
- 230000008878 coupling Effects 0.000 claims abstract description 35
- 238000010168 coupling process Methods 0.000 claims abstract description 35
- 238000005859 coupling reaction Methods 0.000 claims abstract description 35
- 239000004570 mortar (masonry) Substances 0.000 abstract description 12
- 239000000463 material Substances 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000003780 insertion Methods 0.000 abstract 1
- 230000037431 insertion Effects 0.000 abstract 1
- 238000004904 shortening Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 14
- 239000011449 brick Substances 0.000 description 4
- 239000007787 solid Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
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
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
- E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
- E04B2/46—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
-
- 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
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Fencing (AREA)
Abstract
본 고안은 다수의 블록으로 벽체 등의 시공 시 볼록 간에 별도의 모르타르 또는 와이어메쉬 등을 사용하여 결합시킬 필요 없이, 블록 자체의 구조를 통해 인터록킹 방식으로 시공함에 따라 자재비를 절감시킬 수 있으며, 또한 줄눈 넣기와 같은 후행 작업과정을 생략함에 따라 작업속도를 크게 증가시킬 수 있어 전체 공기를 단축시킴에 따라 생산효율 및 경제성을 극대화 시킬 수 있는 모르타르레스(Mortarless) 중공 콘크리트 블록에 관한 것이다.The present invention can reduce the material cost by constructing the blocks in the interlocking manner through the structure of the block itself, without the need to combine using a separate mortar or wire mesh, etc. between the convex when constructing the wall. The present invention relates to a mortarless hollow concrete block capable of maximizing production efficiency and economy by shortening the overall air by eliminating the following work process such as joint insertion.
본 고안은 직사각형상의 외장부와, 직사각형상의 내장부와, 내/외장부 내측면에 직각방향으로 소정 간격으로 배치된 제1 및 제2 연결부와, 외장부의 폭과 높이 보다 다소 큰 폭과 높이를 갖고, 외장부에 대하여 상측 및 일측이 돌출되고 하측 및 타측이 요입되는 제1 및 제2 결합부와, 내장부의 폭과 높이 보다 다소 큰 폭과 높이를 갖고, 내장부에 대하여 상측 및 타측이 돌출되고 하측 및 일측이 요입되는 제3 및 제4 결합부로 구성되며; 상기 제1 및 제2 결합부 및 상기 제3 및 제4 결합부는 상하좌우에 각각 인접하게 배치되는 블록의 제1 및 제2 결합부 및 상기 제3 및 제4 결합부와 결합됨과 동시에 내/외장부 간에 줄눈을 형성하는 것을 특징으로 한다.The present invention provides a rectangular outer portion, a rectangular inner portion, first and second connecting portions arranged at predetermined intervals at right angles to the inner / exterior inner surface, and a width and height somewhat larger than the width and height of the outer portion. It has a first and a second coupling portion, the upper side and one side protruding relative to the exterior portion and the lower side and the other side concave, and the width and height somewhat larger than the width and height of the interior portion, the upper side and the other side protrudes relative to the interior portion And third and fourth coupling parts having a lower side and one side concave; The first and second coupling parts and the third and fourth coupling parts are coupled to the first and second coupling parts and the third and fourth coupling parts of the blocks disposed adjacent to each other in the top, bottom, left and right, respectively, and at the same time internal / exterior. It is characterized by forming a joint between the sections.
Description
본 고안은 모르타르레스(Mortarless) 중공 콘크리트 블록에 관한 것으로, 특히 다수의 블록으로 벽체 등의 시공 시 볼록 간에 별도의 모르타르 또는 와이어메쉬 등을 사용하여 결합시킬 필요 없이, 블록 자체의 구조를 통해 인터록킹 방식으로 시공함에 따라 자재비를 절감시킬 수 있으며, 또한 줄눈 넣기와 같은 후행 작업과정을 생략함에 따라 작업속도를 크게 증가시킬 수 있어 전체 공기를 단축시킴에 따라 생산효율 및 경제성을 극대화 시킬 수 있는 모르타르레스 중공 콘크리트 블록에 관한 것이다.The present invention relates to a mortarless hollow concrete block, and interlocking through the structure of the block itself, in particular without the need to combine a separate mortar or wire mesh between convex when constructing a wall, such as a plurality of blocks. It is possible to reduce material costs by constructing it, and also to increase work speed by omitting the following work process such as jointing, so that it can maximize production efficiency and economy by reducing overall air. Relates to a hollow concrete block.
일반적으로, 벽돌은 옛날부터 전이라 하여 널리 사용되었음을 남아 있는 궁전, 불사(佛寺), 탑비(塔碑) 등의 고건물에서 볼 수 있다. 특히 구미 각국에서는 가장 널리 보급된 건축 구조로서 큰 도시에 있어서는 철근콘크리트건축을 제외하고는 대부분이 이 구조로서 4??5층까지 건축하고 있다. 벽돌구조는 건물의 벽체ㅇ기초 등을 벽돌과 모르타르로 쌓아 만든 것으로서 블록구조, 돌구조 등과 같이 조적식 구조(組積式構造)의 기본이 된다. 이 벽돌구조법은 실용상ㅇ미관상으로 블록ㅇ석재ㅇ타일 등을 섞어 사용하기도 하며, 담장, 굴뚝 기타 여러 구조물을 축조하는 데 널리 이용된다.In general, the brick can be seen in old buildings such as palaces, temples, and pagodas, which have been widely used since ancient times. In particular, the most widely used architectural structure in Western countries, except for reinforced concrete construction in large cities, most of them are 4 ~ 5 stories. The brick structure is made by stacking the walls and foundations of the building with bricks and mortar, and is the basis of the masonry structure such as the block structure and the stone structure. In practice, this brick construction method is used to mix block stone tiles and so on, and is widely used to build fences, chimneys and other structures.
특히 블록구조에 사용되는 블록은 주로 내측에 중공부를 갖는 중공 콘크리트 블록이 사용되며, 이와 같은 종래의 중공 콘크리트 블록을 사용하여 벽체를 시공할 경우, 도 1과 같이 기초층(1)에 블록(3)을 서로 인접하게 1열씩 가로로 쌓은 후, 상하 블록간의 접착 혹은 견고한 결합을 위해 시멘트와 모래 배합의 용적비(容積比) 1:3 내지 1:5 정도로 배합된 모르타르(5)를 잘 반죽하여 하부 블록의 상면에 바른다. 때에 따라서는 모르타르 대신에 와이어 메쉬(wire mesh)를 사용하는 경우도 있다.In particular, the block used in the block structure is mainly used hollow concrete block having a hollow inside, when constructing the wall using such a conventional hollow concrete block, block 3 in the base layer (1) as shown in FIG. ) Stacked one by one adjacent to each other horizontally, and then knead the mortar (5) blended with a volume ratio of cement and sand 1: 5 to 1: 5 well for adhesion or firm bonding between the upper and lower blocks. Apply to the top of the block. In some cases, wire mesh is used instead of mortar.
이어서, 모르타르가 패스트된 하부 블록위에 하부 블록과 엇갈리도록 1열로 상부 블록을 쌓아 올리며, 이와 같은 방법을 반복적으로 수행하게 된다.Subsequently, the upper blocks are stacked in a row so that mortar intersects the lower block on the fastened lower block, and the same method is repeatedly performed.
또한, 블록과 블록사이에 모르타르 부분 즉, 가로줄눈 및 세로줄눈을 시공하는 후행작업을 거치고 있다.In addition, the mortar part, that is, the horizontal joint and the vertical joint, is subjected to the following work for the construction.
그런데, 이와 같은 종래의 중공 콘크리트 블록을 사용하여 시공할 경우, 와이어 메쉬 또는 모르타르 작업을 거쳐야 하는데 이와 같은 작업은 일반인이 수행하기 어렵기 때문에 전문기능공을 통해서 이루어지게 되는데 이는, 인건비 및 자재비의 증가요인으로 작용하고 있다.By the way, when the construction using the conventional hollow concrete block, such as wire mesh or mortar work must be done, such work is made through professional technicians because it is difficult for the public to perform, which is an increase in labor costs and material costs It is working.
더욱이, 모르타르 작업 및 후행 시공인 줄눈작업 등과 같이 신속한 시공을 저해하는 작업공정이 존재하므로 작업속도를 향상시키기 어렵기 때문에 전체적인 공기를 단축시키기 매우 어렵고, 이로 인해 작업효율 및 경제성을 크게 저하시키는 문제점이 있었다.In addition, there is a work process that impedes rapid construction such as mortar work and joint work, which is a post-construction work. Therefore, it is difficult to shorten the overall air because it is difficult to improve the work speed, which causes a problem of greatly reducing work efficiency and economic efficiency. there was.
따라서 본 고안은 이러한 종래기술의 문제점을 감안하여 안출된 것으로, 그 목적은 다수의 블록으로 벽체 등의 시공 시 볼록 간에 별도의 모르타르 또는 와이어메쉬 등을 사용하여 결합시킬 필요 없이, 블록 자체의 구조를 통해 인터록킹 방식으로 시공함에 따라 자재비를 절감시킬 수 있으며, 또한 줄눈 넣기와 같은 후행 작업과정을 생략함에 따라 작업속도를 크게 증가시킬 수 있어 전체 공기를 단축시킴에 따라 생산효율 및 경제성을 극대화 시킬 수 있는 모르타르레스 중공 콘크리트 블록을 제공하는데 있다.Therefore, the present invention has been devised in view of the problems of the prior art, and its purpose is to eliminate the need for a separate mortar or wire mesh to convex the convex structure when constructing a wall, etc. Through construction by interlocking method, material cost can be reduced, and the work speed can be greatly increased by eliminating the following work process such as jointing, so as to shorten the entire air, maximizing production efficiency and economic efficiency. Mortarless hollow concrete block.
상기한 목적을 달성하기 위하여, 본 고안은 직사각형상의 외장부와, 상기 외장부와 동일한 면적을 갖는 직사각형상의 내장부와, 상기 내/외장부를 서로 연결하도록 내/외장부 내측면에 직각방향으로 소정 간격으로 배치된 제1 및 제2 연결부와, 상기 제1 및 제2 연결부와 외장부 사이에 배치되어 상기 외장부의 폭과 높이 보다 다소 큰 폭과 높이를 갖고, 외장부에 대하여 상측 및 일측이 돌출되고 하측 및 타측이 요입되는 제1 및 제2 결합부와, 상기 제1 및 제2 결합부와 동일한 면적과 형상으로 이루어지며, 제1 및 제2 연결부와 내장부 사이에 배치되어 상기 내장부의 폭과 높이 보다 다소 큰 폭과 높이를 갖고, 내장부에 대하여 상측 및 타측이 돌출되고 하측 및 일측이 요입되는 제3 및 제4 결합부로 구성되며; 상기 제1 및 제2 결합부 및 상기 제3 및 제4 결합부는 상하좌우에 각각 인접하게 배치되는 블록의 제1 및 제2 결합부 및 상기 제3 및 제4 결합부와 결합됨과 동시에 내/외장부 간에 줄눈을 형성하는 것을 특징으로 하는 모르타르레스 중공 콘크리트 블록을 제공한다.In order to achieve the above object, the present invention is a rectangular outer portion, a rectangular inner portion having the same area as the outer portion, and the inner / outer portion to be connected to each other in a direction perpendicular to the inner surface of the inner / outer portion The first and second connecting parts disposed at intervals, and the first and second connecting portion and the outer portion disposed between the having a width and height somewhat larger than the width and height of the outer portion, the upper side and one side protrudes with respect to the outer portion And the first and second coupling parts having the lower side and the other side concave, and have the same area and shape as the first and second coupling parts, and are disposed between the first and second connection parts and the internal parts, and thus the width of the internal parts. And a third and fourth coupling part having a width and height somewhat larger than the height, and protruding the upper side and the other side with respect to the internal part, and the lower side and the one side concave; The first and second coupling parts and the third and fourth coupling parts are coupled to the first and second coupling parts and the third and fourth coupling parts of the blocks disposed adjacent to each other in the top, bottom, left and right, respectively, and at the same time internal / exterior. It provides a mortarless hollow concrete block characterized by forming a joint between the sections.
또한, 상기 제1 및 제2 연결부는 상하부 중앙에 각각 상부돌기 및 하부돌기가 형성하여, 상하에 각각 인접하게 배치되는 블록 간에 상/하부돌기가 서로 수직방향으로 지지한다.In addition, the first and the second connection portion is formed in the upper and lower projections in the upper and lower centers, respectively, the upper and lower projections between the blocks disposed adjacent to each of the upper and lower support each other in the vertical direction.
따라서, 본 고안에서는 별도의 모르타르 또는 와이어 메쉬를 사용하지 않고 견고한 시공이 가능하며, 동시에 후행하는 줄눈작업을 별도로 실시하지 않고 블록의 구조를 통해 블록을 쌓으면서 줄눈이 자연스럽게 형성됨에 따라 작업효율을 극대화시킬 수 있고, 전문시공자 이외에도 일반인이 시공하여도 동일한 시공 퀄리티를 얻을 수 있어, 인건비 및 자재비를 크게 절감할 수 있어 경제성을 높일 수 있다.Therefore, in the present design, a solid construction can be performed without using a separate mortar or wire mesh, and at the same time, the joint is naturally formed while stacking blocks through the structure of the block without separately performing a subsequent joint work, thereby maximizing the work efficiency. The same construction quality can be obtained even if the construction is performed by the general public in addition to the professional contractor, and the labor cost and material cost can be greatly reduced, thereby increasing the economic efficiency.
(실시예)(Example)
이하에 상기한 본 고안을 바람직한 실시예가 도시된 첨부도면을 참고하여 더욱 상세하게 설명한다.Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings.
첨부된 도 2 내지 도 4는 각각 본 고안에 따른 모르타르레스 중공 콘크리트 블록을 나타내는 사시도, 평면도 및 측면도이다.2 to 4 are a perspective view, a plan view and a side view respectively showing a mortarless hollow concrete block according to the present invention.
먼저, 본 고안에 따른 모르타르레스 중공 콘크리트 블록(10)은 도 2와 같이 직사각형상의 외장부(11)와, 상기 외장부(11)와 동일한 면적을 갖는 직사각형상의 내장부(13)가 소정 간격으로 배치되어 있다. 이 경우 상기 외/내장부(13, 11)는 동일한 면적을 갖고 있으나, 서로 일측 및 타측으로 소정간격 만큼 각각 쉬트프된 상태로 되고 레벨은 동일하게 배치되어 있다.First, in the mortarless hollow concrete block 10 according to the present invention, as shown in FIG. 2, a rectangular outer portion 11 and a rectangular inner portion 13 having the same area as the outer portion 11 are spaced at predetermined intervals. It is arranged. In this case, the outer / inner parts 13 and 11 have the same area, but are shifted to one side and the other side by predetermined intervals, respectively, and the levels are arranged the same.
또한, 상기 외/내장부(11, 13) 내측면에 직각방향으로 상호 소정 간격으로 배치된 제1 및 제2 연결부(20, 30)는 외/내장부(11, 13)를 서로 연결하고 있으며, 이때 외/내장부(11, 13)는 도 4와 같이 상하부 중앙에 각각 상부돌기(21, 31) 및 하부돌기(23, 33)가 형성하여, 상하에 각각 인접하게 배치되는 블록 간에 상/하부돌기(21,31; 23,33)가 서로 수직방향으로 지지하고 있다.In addition, the first and second connection parts 20 and 30 disposed at predetermined intervals at right angles to the inner surface of the outer / inner parts 11 and 13 connect the outer / inner parts 11 and 13 to each other. In this case, the outer / inner parts 11 and 13 are formed with upper and lower protrusions 21 and 31 and lower and lower protrusions 23 and 33 respectively at the center of the upper and lower portions as shown in FIG. 4, respectively. The lower protrusions 21, 31 and 23, 33 support each other in the vertical direction.
더욱이, 상기 제1 및 제2 연결부(20, 30)와 외장부(11) 사이에 배치된 제1 및 제2 결합부(41, 43)는 상기 외장부(11)의 폭과 높이 보다 다소 큰 폭과 높이로 이루어지며, 상기 외장부(11)에 대하여 상측 및 제2 결합부(43) 측이 돌출되고 하측 및 제1 결합부(41) 측이 요입되어 있다.Furthermore, the first and second coupling parts 41 and 43 disposed between the first and second connecting parts 20 and 30 and the outer part 11 are somewhat larger than the width and height of the outer part 11. It is made of a width and height, the upper side and the second coupling portion 43 side protrudes with respect to the exterior portion 11 and the lower side and the first coupling portion 41 is recessed.
또한, 상기 제1 및 제2 결합부(41, 43)와 동일한 면적과 형상으로 이루어진 제3 및 제4 결합부(51, 53)는 제1 및 제2 연결부(20, 30)와 내장부(13) 사이에 배치되어 상기 내장부(13)의 폭과 높이 보다 다소 큰 폭과 높이로 이루어지며, 내장부(13)에 대하여 상측 및 제3 결합부(51) 측이 돌출되고 하측 및 제4 결합부(53) 측이 요입되어 있다.In addition, the third and fourth coupling parts 51 and 53 having the same area and shape as the first and second coupling parts 41 and 43 may include the first and second connection parts 20 and 30 and the built-in part ( 13 is disposed between the width and height somewhat larger than the width and height of the interior portion 13, the upper side and the third coupling portion 51 side with respect to the interior portion 13 and the lower side and the fourth The coupling part 53 side is recessed.
이와 같이 구성된 본 고안에 따른 블록을 시공할 경우, 도 3 및 도 4와 같이 상하좌우에 서로 인접한 블록 간에 견고한 결합이 이루어진다.When constructing a block according to the present invention configured as described above, as shown in Figs. 3 and 4 is a solid coupling between the blocks adjacent to each other up, down, left and right.
즉, 좌우측에 인접한 블록 간에는 도 3과 같이, 제1 및 제3 결합부(41, 51)의 측단은 인접한 블록의 제2 결합부 및 제4 결합부(43, 53) 측단에 각각 요철 결합된다. 또한, 상하측에 인접한 블록 간에는 도 4와 같이, 제1 내지 제4 결합부(41,43,51,53)의 상하단은 각각 상하에 인접한 블록의 제1 내지 제4 결합부(41,43,51,53) 상단 및 하단에 각각 요철 결합된다.That is, as shown in FIG. 3, the side ends of the first and third coupling parts 41 and 51 are unevenly coupled to the second coupling part and the fourth coupling parts 43 and 53 side ends of the adjacent blocks, respectively. . In addition, as shown in FIG. 4, the upper and lower ends of the first to fourth coupling parts 41, 43, 51, and 53 are adjacent to the upper and lower blocks, respectively. 51, 53) is unevenly coupled to the top and bottom, respectively.
상기와 같이 블록 간 축조될 경우, 도 3 및 도 4와 같이 인접한 외장재(11) 간에는 소정 간격의 줄눈이 형성됨에 따라, 줄눈작업을 별도의 후 시공작업으로 수행할 필요가 없어 작업속도를 크게 향상시킬 수 있다.When the inter-block is constructed as described above, joints of a predetermined interval are formed between adjacent exterior materials 11 as shown in FIGS. 3 and 4, and thus, the joint work does not need to be performed by a separate post-construction work, thereby greatly improving the work speed. You can.
상기한 바와 같이 본 고안에서는 별도의 모르타르 또는 와이어 메쉬를 사용하지 않고 견고한 시공이 가능하며, 동시에 후행하는 줄눈작업을 별도로 실시하지 않고 블록의 구조를 통해 블록을 쌓으면서 줄눈이 자연스럽게 형성됨에 따라 작업효율을 극대화시킬 수 있고, 전문시공자 이외에도 일반인이 시공하여도 동일한 시공 퀄리티를 얻을 수 있어, 인건비 및 자재비를 크게 절감할 수 있어 경제성을 높일 수 있는 이점이 있다.As described above, in the present design, a solid construction can be performed without using a separate mortar or wire mesh, and at the same time, the joint is naturally formed while stacking blocks through the structure of the block without separately performing a subsequent joint work. It is possible to maximize the efficiency, and can obtain the same construction quality even if the general public in addition to the professional contractor, can greatly reduce the labor cost and material costs, there is an advantage to increase the economics.
도 1은 종래의 중공 콘크리트 블록을 나타내는 시공 상태의 개략도,1 is a schematic view of a construction state showing a conventional hollow concrete block,
도 2는 본 고안에 따른 모르타르레스 중공 콘크리트 블록을 나타내는 사시도,Figure 2 is a perspective view showing a mortarless hollow concrete block according to the present invention,
도 3은 본 고안에 따른 모르타르레스 중공 콘크리트 블록을 나타내는 평면도,3 is a plan view showing a mortarless hollow concrete block according to the present invention,
도 4는 본 고안에 따른 모르타르레스 중공 콘크리트 블록을 나타내는 측면도이다.Figure 4 is a side view showing a mortarless hollow concrete block according to the present invention.
* 도면의 주요부분에 대한 부호설명 ** Explanation of Signs of Major Parts of Drawings *
10: 블록 11: 외장부10: block 11: enclosure
13: 내장부 20: 제1 연결부13: internal part 20: first connection part
30: 제2 연결부 21, 31: 상부돌기30: second connection portion 21, 31: upper projection
23, 33: 하부돌기 41: 제1 결합부23, 33: lower protrusion 41: the first coupling portion
43: 제2 결합부 51: 제3 결합부43: second coupling portion 51: third coupling portion
53: 제4 결합부53: fourth coupling part
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2005-0010075U KR200389562Y1 (en) | 2005-04-12 | 2005-04-12 | Mortarless Cavity Concrete Block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2005-0010075U KR200389562Y1 (en) | 2005-04-12 | 2005-04-12 | Mortarless Cavity Concrete Block |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020050030454A Division KR100653259B1 (en) | 2005-04-12 | 2005-04-12 | Mortares hollow concrete blocks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200389562Y1 true KR200389562Y1 (en) | 2005-07-14 |
Family
ID=43690830
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2005-0010075U Ceased KR200389562Y1 (en) | 2005-04-12 | 2005-04-12 | Mortarless Cavity Concrete Block |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200389562Y1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200467942Y1 (en) | 2012-02-23 | 2013-07-17 | 김가영 | System Block |
| KR102119507B1 (en) * | 2019-11-13 | 2020-06-05 | 한우식 | Device for fixing block assembly having masonry joint structure |
-
2005
- 2005-04-12 KR KR20-2005-0010075U patent/KR200389562Y1/en not_active Ceased
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200467942Y1 (en) | 2012-02-23 | 2013-07-17 | 김가영 | System Block |
| KR102119507B1 (en) * | 2019-11-13 | 2020-06-05 | 한우식 | Device for fixing block assembly having masonry joint structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6962028B2 (en) | Interlocking masonry articles and methods thereof | |
| KR19990044195A (en) | Pre-cast concrete panels for the building ... | |
| CN86106093A (en) | Glass block structure and devices used therein | |
| US20140007529A1 (en) | System for constructing walls using blocks equipped with coupling means | |
| US6205735B1 (en) | Two unit dry stack masonry wall system | |
| KR100653259B1 (en) | Mortares hollow concrete blocks | |
| CN102650151B (en) | Special-shaped combined block and method for constructing wall body by adopting same | |
| CN1295640A (en) | Formwork elements for building walls | |
| KR200389562Y1 (en) | Mortarless Cavity Concrete Block | |
| KR101779878B1 (en) | The construction structure by using prefabricated bricks, and the construction method thereby | |
| US6796094B1 (en) | Mortarless concrete wall system | |
| KR101365173B1 (en) | The assembly block for the construction to easy a masonry and thereof masonry method | |
| CN206561481U (en) | Small-size concrete prefabricated section sizing steel mold | |
| US5881512A (en) | Precasted wall/column module | |
| CN206157957U (en) | Body structure stalk body mortar module and wall body of pouring into a mould with wall body module | |
| CN212956599U (en) | Formwork brick foundation based on strip foundation | |
| RU2219315C1 (en) | Wall | |
| RU2270302C1 (en) | Retained form set and building wall erection method | |
| EP1380700A1 (en) | Antislip brick particularly suitable for antiseismic constructions | |
| CN1218101C (en) | Modular wall or double wall element for dry assembly | |
| RU2780989C1 (en) | Method for forming nonlinear building structures from blocks and assembly of panels with curvature | |
| CN2863962Y (en) | Multifunctional building blocks and wall | |
| CN111411732A (en) | Construction process for assembling vertical hole grouting type building blocks in flush joint mode | |
| RU2749233C1 (en) | Wall opening lintel, a method of overlapping a wall opening | |
| CN223893582U (en) | A template-free structural column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| U107 | Dual application of utility model | ||
| UA0107 | Dual application for utility model registration |
Comment text: Dual Application of Utility Model Registration Patent event date: 20050412 Patent event code: UA01011R07D |
|
| REGI | Registration of establishment | ||
| UR0701 | Registration of establishment |
Patent event date: 20050704 Patent event code: UR07011E01D Comment text: Registration of Establishment |
|
| UR1002 | Payment of registration fee |
Start annual number: 1 End annual number: 1 Payment date: 20050413 |
|
| UG1601 | Publication of registration | ||
| T201 | Request for technology evaluation of utility model | ||
| UT0201 | Request for technical evaluation |
Patent event date: 20050729 Comment text: Request for Technology Evaluation of Utility Model Patent event code: UT02011R01D |
|
| UR1001 | Payment of annual fee |
Payment date: 20060704 Start annual number: 2 End annual number: 3 |
|
| T701 | Written decision to grant on technology evaluation | ||
| UT0701 | Decision on maintenance of utility model |
Patent event date: 20060811 Comment text: Written Decision on Result of Technology Evaluation Patent event code: UT07011S01D |
|
| G701 | Re-publication after modification of scope of protection [utility model] | ||
| UG1701 | Publication of correction |
Patent event date: 20060816 Comment text: Request for Notification of Correction during Technology Evaluation Patent event code: UG17011E02I |
|
| EXTG | Ip right invalidated | ||
| UC2102 | Extinguishment |