KR100786825B1 - Retaining Wall Blocks with Coupling Means - Google Patents

Retaining Wall Blocks with Coupling Means Download PDF

Info

Publication number
KR100786825B1
KR100786825B1 KR1020060006853A KR20060006853A KR100786825B1 KR 100786825 B1 KR100786825 B1 KR 100786825B1 KR 1020060006853 A KR1020060006853 A KR 1020060006853A KR 20060006853 A KR20060006853 A KR 20060006853A KR 100786825 B1 KR100786825 B1 KR 100786825B1
Authority
KR
South Korea
Prior art keywords
retaining wall
coupling
side wall
wall block
block
Prior art date
Application number
KR1020060006853A
Other languages
Korean (ko)
Other versions
KR20070077335A (en
Inventor
정재천
Original Assignee
정재천
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 정재천 filed Critical 정재천
Priority to KR1020060006853A priority Critical patent/KR100786825B1/en
Publication of KR20070077335A publication Critical patent/KR20070077335A/en
Application granted granted Critical
Publication of KR100786825B1 publication Critical patent/KR100786825B1/en

Links

Images

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F21LIGHTING
    • F21VFUNCTIONAL FEATURES OR DETAILS OF LIGHTING DEVICES OR SYSTEMS THEREOF; STRUCTURAL COMBINATIONS OF LIGHTING DEVICES WITH OTHER ARTICLES, NOT OTHERWISE PROVIDED FOR
    • F21V17/00Fastening of component parts of lighting devices, e.g. shades, globes, refractors, reflectors, filters, screens, grids or protective cages
    • F21V17/10Fastening of component parts of lighting devices, e.g. shades, globes, refractors, reflectors, filters, screens, grids or protective cages characterised by specific fastening means or way of fastening
    • F21V17/16Fastening of component parts of lighting devices, e.g. shades, globes, refractors, reflectors, filters, screens, grids or protective cages characterised by specific fastening means or way of fastening by deformation of parts; Snap action mounting
    • F21V17/162Fastening of component parts of lighting devices, e.g. shades, globes, refractors, reflectors, filters, screens, grids or protective cages characterised by specific fastening means or way of fastening by deformation of parts; Snap action mounting the parts being subjected to traction or compression, e.g. coil springs
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F21LIGHTING
    • F21VFUNCTIONAL FEATURES OR DETAILS OF LIGHTING DEVICES OR SYSTEMS THEREOF; STRUCTURAL COMBINATIONS OF LIGHTING DEVICES WITH OTHER ARTICLES, NOT OTHERWISE PROVIDED FOR
    • F21V17/00Fastening of component parts of lighting devices, e.g. shades, globes, refractors, reflectors, filters, screens, grids or protective cages
    • F21V17/10Fastening of component parts of lighting devices, e.g. shades, globes, refractors, reflectors, filters, screens, grids or protective cages characterised by specific fastening means or way of fastening
    • F21V17/18Latch-type fastening, e.g. with rotary action
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F21LIGHTING
    • F21VFUNCTIONAL FEATURES OR DETAILS OF LIGHTING DEVICES OR SYSTEMS THEREOF; STRUCTURAL COMBINATIONS OF LIGHTING DEVICES WITH OTHER ARTICLES, NOT OTHERWISE PROVIDED FOR
    • F21V21/00Supporting, suspending, or attaching arrangements for lighting devices; Hand grips
    • F21V21/02Wall, ceiling, or floor bases; Fixing pendants or arms to the bases

Abstract

본 발명은 결합수단을 구비한 옹벽블록에 관한 것으로서, 중앙에 상하로 관통하는 제1관통공간부(111)가 형성되고 전면 중앙부가 전방으로 돌출된 몸체(110)와; 상기 몸체(110)의 후면인 배면벽부(114)에서 양측에서 연장되어 대칭 형성된 한쌍의 측벽부(120, 120')와; 상기 측벽부(120, 120')의 후측 사이에 상하로 상기 측벽부(120, 120')와 일체로 형성된 후벽부(130)와; 상기 몸체(110)의 배면벽부(114)와 측벽부(120, 120') 및 후벽부(130)로 이루어지는 상하로 관통되는 제2관통공간부(111')와; 상기 몸체(110)의 후방에서 측벽부(120, 120')의 상면을 따라 형성된 다수의 결합돌기(140) 및; 상기 몸체(110)의 후방에서 측벽부(120, 120')의 하면을 따라 형성된 다수의 결합요홈(150)이 일체로 형성되어 이루어진 것을 특징으로 하는 결합수단을 구비한 옹벽블록에 관한 것이다.The present invention relates to a retaining wall block having a coupling means, comprising: a body (110) having a first through space portion (111) penetrating up and down in a center thereof and a front central portion protruding forward; A pair of sidewall portions 120 and 120 'extending from both sides of the rear wall portion 114, which is a rear surface of the body 110, and formed symmetrically; A rear wall portion (130) formed integrally with the side wall portions (120, 120 ') between the rear sides of the side wall portions (120, 120'); A second penetrating space portion 111 'penetrating vertically and including a rear wall portion 114, side wall portions 120 and 120' and a rear wall portion 130 of the body 110; A plurality of coupling protrusions 140 formed along the upper surfaces of the side wall portions 120 and 120 'at the rear of the body 110; Retaining wall block having a coupling means characterized in that the plurality of coupling grooves 150 formed along the lower surface of the side wall portion 120, 120 'in the rear of the body 110 is formed integrally.

옹벽, 옹벽블록, 결합돌기, 결합요홈. Retaining wall, retaining wall block, engaging projection, engaging groove.

Description

결합수단을 구비한 옹벽블록{Retaining Wall Blocks with Coupling Means}Retaining Wall Blocks with Coupling Means

도 1은 종래 옹벽블록을 나타낸 사시도,1 is a perspective view showing a conventional retaining wall block,

도 2는 종래 옹벽블록으로 옹벽을 축조하는 상태를 나타낸 일부 분해 사시도,2 is a partially exploded perspective view showing a state of constructing a retaining wall with a conventional retaining wall block;

도 3은 본 발명 결합수단을 구비한 옹벽블록을 나타낸 사시도,3 is a perspective view showing a retaining wall block having a coupling means according to the present invention;

도 4는 본 발명 결합수단을 구비한 옹벽블록으로 옹벽을 축조하는 상태를 나타낸 분해 사시도,Figure 4 is an exploded perspective view showing a state of constructing a retaining wall with a retaining wall block having a coupling means of the present invention,

도 5는 본 발명 결합수단을 구비한 옹벽블록으로 축조하는 계단형의 옹벽을 나타낸 사시도,Figure 5 is a perspective view showing a step retaining wall constructed of a retaining wall block having a coupling means of the present invention,

도 6은 도 5의 A-A선 단면도이다.6 is a cross-sectional view taken along the line A-A of FIG.

〈도면의 주요 부분에 대한 부호의 설명〉<Explanation of symbols for main parts of drawing>

100 : 옹벽블록 110 : 몸체100: retaining wall block 110: body

111 : 제1관통공간부 111' : 제2관통공간부111: first through space 111 ': second through space

112 : 돌기부 113 : 홈부112: protrusion 113: groove portion

120, 120' : 측벽부 130 : 후벽부120, 120 ': side wall portion 130: rear wall portion

140 : 결합돌기 150 : 결합요홈140: coupling protrusion 150: coupling groove

본 발명은 성토지, 절개지 등에 옹벽을 구축할 때 사용하는 옹벽블록에 관한 것으로서, 보다 상세하게는 요철구조의 결합수단을 구비하여 블록 간의 적층결속이 안정되고 견고하면서 블록의 지지력이 양호하고 중량물인 대형블록을 중장비로 축조시공이 용이하여 공사기간과 비용을 줄일 수 있는 결합수단을 구비한 옹벽블록에 관한 것이다.The present invention relates to a retaining wall block for use in constructing retaining walls, such as fillets, cutouts, and the like. More specifically, the present invention provides a retaining wall block, and more specifically, a stacking unit between blocks is stable and solid, and the supporting force of the block is good and heavy. The present invention relates to a retaining wall block having coupling means that can be easily constructed and constructed using large blocks to reduce construction period and cost.

일반적으로 성토지, 절개지 등에는 한쪽 면의 토압을 지지하거나 사면의 붕괴를 방지하는 옹벽을 시공하여 옹벽에 작용하는 토압을 견디게 하고 있다.In general, in the land, incisions, etc., a retaining wall that supports earth pressure on one side or prevents the collapse of the slope is constructed to withstand the earth pressure acting on the retaining wall.

종래의 옹벽은, 성토면이나 절개면에 옹벽의 골격을 형성하는 철근을 일정한 형태로 배열 설치하고, 철근을 거푸집으로 감싼 다음, 거푸집 내에 콘크리트를 타설하여 양생함으로써 벽체를 형성한 후, 벽체의 배면에 토사, 쇄석, 잡석 등을 포함하는 보강토를 채우는 방식으로 축조되었다.Conventional retaining wall is formed by arranging reinforcing bars forming a frame of retaining wall on the fill surface or incision surface in a certain form, wrapping the reinforcing bar with formwork, and then casting concrete to cure the form to form the wall, and then the back of the wall. It was constructed by filling reinforcement soils containing soil, crushed stone, rubble, etc.

이와 같이 철근 및 콘크리트로 축조되는 철근콘크리트 옹벽은 시공과정이 매우 복잡하고 시공기간이 많이 소모되어 막대한 시공비용이 소요되는 단점이 있었다.As described above, the reinforced concrete retaining wall constructed of reinforcing steel and concrete has a disadvantage in that the construction process is very complicated and the construction period is consumed a lot.

상기 철근콘크리트 옹벽이 갖는 여러 가지 문제점 들을 해결하기 위해 최근에는 옹벽블록이 옹벽시공에 널리 이용되고 있으며, 옹벽블록으로 옹벽을 축조하는 방법은 다수의 옹벽블록을 횡 방향으로 적층하여 쌓은 다음 그 배면에 잡석등을 채 우는 것으로서, 대한민국 실용신안등록출원 제2005-18368호의 "연결수단을 포함하는 옹벽블록"이 개시되어 알려져 있다.In order to solve various problems of the reinforced concrete retaining wall, the retaining wall block has been widely used in retaining wall construction in recent years. As the filling of rubble, the Korean Utility Model Registration Application No. 2005-18368 of the "retaining wall block including the connecting means" is disclosed and known.

이는 도 1 및 도 2에 도시한 바와 같이 옹벽을 시공하는 옹벽블록(1)에 있어서, 판형상의 후방 수직대(21)와 후방 수직대(21)의 상단에 전방으로 돌출되어 있는 전방 수평판(22) 및 전방 수평판(22)의 전방 양측에서 상부로 돌출되게 한 쌍을 이루는 종방향 수직판(23)으로 구성된 연결클립(2)을 포함하며, 상기 옹벽블록(1) 상부 전방의 양측 전,후방에는 상기 후방 수직대(21)가 선택적으로 삽입될 수 있도록 제1,2 횡형장홈(11,12)이 형성되어 있고, 상기 양측에 제1,2 횡형장홈(11,12)이 형성된 부분에는 상기 수평판(22)이 함몰되게 삽입되는 종방향 함몰홈(13)이 형성되어 있으며, 상기 옹벽블록(1) 하부의 전방 양측에는 타 옹벽블록(1)에 끼워진 연결클립(2)을 구성하는 한 쌍의 종방향 수직판(23)이 삽입될 수 있도록 연결용 홈부(14)가 형성된 것이다.In the retaining wall block 1 for constructing the retaining wall as shown in FIGS. 1 and 2, the front horizontal plate protrudes forward on the upper end of the plate-shaped rear vertical stand 21 and the rear vertical stand 21 ( 22) and a connecting clip (2) consisting of a pair of longitudinal vertical plates (23) protruding upward from both front sides of the front horizontal plate (22), the front of both sides of the retaining wall block (1) upper front In the rear, the first and second horizontal grooves 11 and 12 are formed to selectively insert the rear vertical stand 21, and the first and second horizontal grooves 11 and 12 are formed at both sides thereof. The horizontal plate 22 is formed with a longitudinal recessed groove 13 into which the horizontal plate 22 is recessed, and the connecting clip 2 fitted to the other retaining wall block 1 is formed at both front sides of the lower portion of the retaining wall block 1. The connecting groove 14 is formed so that a pair of longitudinal vertical plates 23 can be inserted therein.

따라서 옹벽축조시에는 먼저 지면에 횡방향으로 옹벽블록(1)을 시공하고, 시공된 옹벽블록(1)들의 상부 전방 양측에 형성된 제 1횡형장홈(11) 또는 제 2횡형장홈(12)과 종방향 함몰홈(13)에 연결클립(2)의 후방 수직대(21)와 전방 수평판(22)을 삽입함으로써 연결클립(2)을 구성하는 후방 수직대(21)와 전방 수평판(22)을 상기 옹벽블록(1)의 상부 전방 양측에 한 쌍으로 구비된 제 1횡형장홈(11) 또는 제 2횡형장홈(12)과 종방향 함몰홈(13)에 삽입함으로써 옹벽블록(1)의 상부에 구비된 한 쌍의 종방향 수직판(23)을 상부로 돌출되게 하고, 상기 하부에 위치된 옹벽블록(1)들의 사이 상부에 옹벽블록(1)을 엊갈리게 적층하여 옹벽을 완성하는 것이다.Therefore, when the retaining wall is constructed, the retaining wall block 1 is first constructed on the ground in the transverse direction, and the first horizontal long groove 11 or the second horizontal long groove 12 formed on both sides of the upper front of the constructed retaining wall blocks 1 and the longitudinal line are vertically formed. The rear vertical stand 21 and the front horizontal plate 22 constituting the connecting clip 2 by inserting the rear vertical stand 21 and the front horizontal plate 22 of the connecting clip 2 into the direction recessed groove 13. The upper portion of the retaining wall block 1 by inserting the recess into the first horizontal long groove 11 or the second horizontal long groove 12 and the longitudinal recessed groove 13 provided in pairs on the upper front sides of the retaining wall block 1. Projecting a pair of longitudinal vertical plate 23 provided in the upper portion, and between the retaining wall blocks (1) located in the lower portion of the retaining wall blocks (1) to be stacked to complete the retaining wall .

여기서 다단의 계단형 옹벽의 축조시에는 제 2횡형장홈(12)에, 그 외에는 제 1횡형장홈(11)에 연결클립(2)의 후방 수직대(21)를 삽입하여 옹벽을 시공하게 되며, 각 옹벽블록(1)의 사이에 토사로 매립되는 그리드(3)를 설치하여 시공 후 옹벽의 강도를 향상시킴으로써 옹벽의 무너짐을 방지하도록 하고 있다.Here, when the multi-stage staircase retaining wall is constructed, the rear vertical stand 21 of the connecting clip 2 is inserted into the second horizontal long groove 12 and the first horizontal long groove 11 to construct the retaining wall. Between each retaining wall block 1, a grid 3 buried in soil is provided to improve the strength of the retaining wall after construction to prevent the retaining wall from falling down.

그러나 상기한 옹벽블록(1)으로 옹벽을 축조하기 위해서는 연결클립(2)을 별도로 구비하여야 할 뿐만 아니라 하부 옹벽블록(1)들 사이 상부의 옹벽블록이 한 쌍의 연결클립(2) 만으로 연결되어 옹벽의 강도가 불충분하게 되어 그리드(3)를 설치하여야 하는 번거로운 작업이 수반되는 문제점이 있었다. However, in order to build the retaining wall with the retaining wall block 1, the retaining wall block not only has to be separately provided, but the retaining wall block between the lower retaining wall blocks 1 is connected only with a pair of connecting clips 2. There was a problem that the strength of the retaining wall was insufficient, accompanied by cumbersome work of installing the grid 3.

특히 상하 옹벽블록(1) 사이에 연결수단으로 연결클립(2)이 개재됨에 따라 적층시 하부 옹벽블록(1)의 제 1횡형장홈(11) 또는 제 2횡형장홈(12)에 수작업으로 연결클립(2)의 후방 수직대(21)를 숙련공이 일일이 삽입하고, 상부에 적층 할 대형의 중량물인 옹벽블록(1)을 중장비로 들어올려 옹벽블록(1)의 연결용 홈부(14)에 상기 연결클립(2)의 한 쌍의 종방향 수직판(23)에 삽입하기 위해서는 옹벽블록(1)의 위치결정 작업을 숙련공이 수작업으로 하여야만 되고 그에 따라 옹벽을 축조하는데 인건비 가 증대되고, 공사기간이 지연되는 문제점이 있었다.In particular, as the connecting clip 2 is interposed between the upper and lower retaining wall blocks 1 as a connecting means, it is manually connected to the first horizontal groove 11 or the second horizontal groove 12 of the lower retaining wall block 1 when stacked. A skilled worker inserts the rear vertical stand 21 of (2) one by one, and lifts the retaining wall block 1, which is a large weight to be stacked on the top, with heavy equipment to connect the groove 14 for the connection of the retaining wall block 1. In order to insert the retaining wall block 1 into the pair of longitudinal vertical plates 23, the skilled worker must manually position the retaining wall block 1, thereby increasing labor costs in constructing the retaining wall and delaying the construction period. There was a problem.

본 발명은 상기한 종래 옹벽 축조시에 야기되는 여러 가지 문제점들을 해결하기 위하여 안출한 것으로서, 본 발명의 목적은 요철구조의 결합수단을 블록 몸체의 상하부에 일체로 구비하여 상하 블록 간의 적층결속이 안정되고 견고하면서 블록의 지지력이 양호한 결합수단을 구비한 옹벽블록을 제공하는데 있다.The present invention has been made to solve the various problems caused by the conventional retaining wall construction, the object of the present invention is to provide the coupling means of the concave-convex structure integrally with the upper and lower parts of the block body, the stacking of the upper and lower blocks is stable To provide a retaining wall block having a fastening means that is strong and has a good bearing capacity.

본 발명의 다른 목적은 배면의 토압에 대향하는 다수의 결합돌기가 결합요홈에 결합되어 상하 옹벽블록이 결합됨으로써 옹벽시공시 그리드를 설치하지 않아도 옹벽의 강도가 충분하여 배부름 현상과 나아가서는 붕괴가 생기지 않는 옹벽블록을 제공하는데 있다.Another object of the present invention is that a plurality of engaging projections facing the earth pressure of the back is coupled to the coupling groove is coupled to the upper and lower retaining wall block is sufficient strength of the retaining wall even when the retaining wall is not installed when the retaining wall construction, the full load phenomenon and further collapse It is to provide a retaining wall block that does not occur.

본 발명의 또 다른 목적은 상하 블록의 적층시 별도의 연결수단을 필요로 하지 않고 블록 몸체와 일체로 형성된 결합수단의 결합으로 간편하게 블록을 적층할 수 있어, 중장비로 시공하는 대형블록의 축조시공이 매우 용이하게 되므로 공사기간과 비용을 대폭 줄일 수 있는 결합수단을 구비한 옹벽블록을 제공하는데 있다.Still another object of the present invention is to stack the blocks simply by the combination of the coupling means formed integrally with the block body without the need for a separate connecting means when the upper and lower blocks are stacked, the construction of large block construction with heavy equipment It is very easy to provide a retaining wall block having a coupling means that can significantly reduce the construction period and cost.

상기한 목적을 달성하기 위한 본 발명 결합수단을 구비한 옹벽블록은 중앙에 상하로 관통하는 제1관통공간부가 형성되고 전면 중앙부가 전방으로 돌출된 몸체와; 상기 몸체의 배면벽부 양측에서 연장되어 대칭 형성된 한쌍의 측벽부와; 상기 측벽부의 후측 사이에 상하로 측벽부와 일체로 형성된 후벽부와; 상기 몸체의 배면벽부와 측벽부 및 후벽부로 이루어지는 상하로 관통하는 제2관통공간부와; 상기 몸체의 후방에서 양 측벽부의 상면을 따라 형성된 다수의 결합돌기 및; 상기 몸체의 후방에서 양 측벽부의 하면을 따라 형성된 다수의 결합요홈이 일체로 형성되어 이루어진 것을 특징으로 한다.Retaining wall block provided with a coupling means of the present invention for achieving the above object is a first through-space portion penetrating up and down in the center and the front center portion protrudes forward; A pair of sidewall portions symmetrically extended from both sides of the rear wall portion of the body; A rear wall portion formed integrally with the side wall portion between the rear side of the side wall portion; A second through space portion penetrating up and down consisting of a rear wall portion, a side wall portion and a rear wall portion of the body; A plurality of engaging protrusions formed along the upper surface of both sidewall portions at the rear of the body; A plurality of coupling grooves formed along the lower surface of both side wall portions at the rear of the body is formed integrally.

이하, 첨부된 도면 및 바람직한 실시예를 참조하여 본 발명 결합수단을 구비한 옹벽블록을 상세하게 설명한다.Hereinafter, with reference to the accompanying drawings and preferred embodiments will be described in detail the retaining wall block having a coupling means of the present invention.

도 3은 본 발명 결합수단을 구비한 옹벽블록을 나타낸 사시도, 도 4는 본 발 명 결합수단을 구비한 옹벽블록으로 옹벽을 축조하는 상태를 나타낸 분해 사시도, 도 5는 본 발명 결합수단을 구비한 옹벽블록으로 축조하는 계단형의 옹벽을 나타낸 사시도, 도 6은 도 5의 A-A선 단면도로서, 본 발명 결합수단을 구비한 옹벽블록(100)은 중앙에 상하로 관통하는 제1관통공간부(111)가 형성되고 전면 중앙부가 전방으로 돌출된 몸체(110)와; 상기 몸체(110)의 후면인 배면벽부(114) 양측에서 연장되어 대칭 형성된 한쌍의 측벽부(120, 120')와; 상기 측벽부(120, 120')의 후측 사이에 상기 양 측벽부(120, 120')와 일체로 형성된 후벽부(130)와; 상기 몸체(110)의 배면벽부와 측벽부(120, 120') 및 후벽부(130)로 이루어지는 상하로 관통되는 제2관통공간부(111')와; 상기 몸체(110)의 후방에서 측벽부(120, 120')의 상면을 따라 형성된 다수의 결합돌기(140) 및; 상기 몸체(110)의 후방에서 측벽부(120, 120')의 하면을 따라 형성된 다수의 결합요홈(150)이 일체로 형성되어 있다.Figure 3 is a perspective view showing a retaining wall block having a coupling means of the present invention, Figure 4 is an exploded perspective view showing a state of constructing a retaining wall with a retaining wall block provided with the present invention coupling means, Figure 5 is provided with a coupling means of the present invention 6 is a cross-sectional view of a stepped retaining wall constructed by a retaining wall block, FIG. 6 is a cross-sectional view taken along line AA of FIG. 5, wherein the retaining wall block 100 having the coupling means according to the present invention has a first through-space portion 111 penetrating up and down in the center A body 110 having a front center portion protruding forward; A pair of side wall portions 120 and 120 'extending from both sides of the rear wall portion 114, which is a rear surface of the body 110, and formed symmetrically; A rear wall portion 130 integrally formed with both side wall portions 120 and 120 'between rear sides of the side wall portions 120 and 120'; A second penetrating space portion 111 ', which penetrates vertically and comprises a rear wall portion, side wall portions 120 and 120' and a rear wall portion 130 of the body 110; A plurality of coupling protrusions 140 formed along the upper surfaces of the side wall portions 120 and 120 'at the rear of the body 110; A plurality of coupling recesses 150 formed along the bottom surface of the side wall portions 120 and 120 'at the rear of the body 110 are integrally formed.

상기 몸체(110)는 전면 중앙부가 전방으로 돌출되어 있고 중앙에는 상하로 관통하는 제1관통공간부(111)와 후면에 배면벽부(114)가 형성되어 있으며, 상기 몸체(110)의 일측에 돌기부(112)가, 타측에 홈부(113)가 형성되어 있고, 상기 돌기부(112)는 몸체(110)의 상면에서 하면까지의 길이를 갖는 반원형 모양으로 상기 몸체(110)와 일체를 이루고, 상기 홈부(113)는 몸체(110)의 상면에서 하면까지의 길이를 갖는 반원형관 모양으로 상기 몸체(110)와 일체를 이루고 있다.The body 110 has a front central portion protruding forward and a first through-space portion 111 penetrating up and down in the center and a rear wall portion 114 formed on the rear surface, on one side of the body 110 Protruding portion 112, the groove portion 113 is formed on the other side, the protruding portion 112 is formed in a semi-circular shape having a length from the upper surface to the lower surface of the body 110 and integral with the body 110, the The groove 113 is integral with the body 110 in the shape of a semi-circular tube having a length from the upper surface to the lower surface of the body 110.

상기 양 측벽부(120, 120')는 상기 몸체(110)의 후면인 배면벽부(114)의 양측에서 후방으로 연장되어 서로 대칭으로 쌍을 이루도록 상기 몸체(110)와 일체로 형성되어 있고, 후벽부(130)는 상기 측벽부(120, 120')의 후측 사이에 양 측벽부 (120, 120')와 일체로 형성되어 상기 몸체(110)의 배면벽부(114)과 양 측벽부(120, 120') 및 후벽부(130)에 의해 상하로 관통하는 제2관통공간부(111')가 형성되어 있다.The side wall portions 120 and 120 ′ are integrally formed with the body 110 so as to extend rearward from both sides of the rear wall portion 114, which is the rear surface of the body 110, to be symmetrically paired with each other. The rear wall portion 130 is integrally formed with both side wall portions 120 and 120 'between the rear sides of the side wall portions 120 and 120' such that the rear wall portion 114 and the both side wall portions of the body 110 are formed. The second through space portion 111 'penetrating up and down by the 120, 120' and the rear wall portion 130 is formed.

상기 결합돌기(140)는 전면에서 후방으로 경사진 경사면을 이루고 후면이 수직인 다수의 직각 삼각형의 결합돌기(140)가 상기 몸체(110)의 후방에서 양 측벽부(120, 120')의 상면을 따라 톱니모양으로 형성되고, 상기 결합돌기(140)와 결합되는 결합요홈(150) 역시 상기 결합돌기(140)가 삽입될 수 있도록 전면에서 후방으로 경사진 경사면을 이루고 후면이 수직인 다수의 직각 삼각형의 결합요홈(150)이 상기 몸체(110)의 후방에서 측벽부(120, 120')의 하면을 따라 형성되어 있다.The coupling protrusion 140 forms an inclined surface inclined from the front to the rear, and a plurality of right triangle coupling protrusions 140 of which the rear surface is vertical is the upper surface of both sidewall portions 120 and 120 'at the rear of the body 110. It is formed along the sawtooth, the coupling groove 150 is coupled to the coupling protrusion 140 also forms a slope inclined from the front to the rear so that the coupling protrusion 140 can be inserted and a plurality of right angles vertical back A triangular coupling recess 150 is formed along the lower surface of the side wall portions 120 and 120 'at the rear of the body 110.

상기 결합요홈(150)은 다수의 직각 사각형의 형상으로 형성하여도 무방하다.The coupling recess 150 may be formed in the shape of a plurality of rectangular quadrangles.

여기서 결합돌기(140)와 결합요홈(150)의 수효는 필요에 따라 선택하게 된다. Here, the number of the coupling protrusion 140 and the coupling recess 150 is selected as necessary.

즉, 옹벽블록(100)을 계단형으로 적층할 필요 없이 수직으로 만 적층할 경우에는 결합돌기(140)와 결합요홈(150)을 동수로 형성하게 되고, 옹벽블록(100)을 적층하여 계단형 옹벽을 구축하기 위해서는 결합돌기(140)의 수효를 결합요홈(150)의 수효보다 1개 이상 적게 형성한다. That is, when only the vertical stacking without retaining the retaining wall block 100 in a stepped manner, the coupling protrusion 140 and the coupling recess 150 are formed in the same number, and the retaining wall block 100 is stacked in a stepped manner. In order to build the retaining wall, the number of coupling protrusions 140 is formed at least one less than the number of coupling recesses 150.

그리고, 상기 옹벽블록(100)을 횡으로 축조할 때 반원형관 모양의 홈부(113)에 다른 옹벽블록(100)의 반원형 모양의 돌기부(112)를 끼워서 축조하게 되는데, 반원형관 모양의 홈부(113)에 반원형 모양의 돌기부(112)를 끼우게 되면 상기 옹벽블록(100)들 끼리 견고하게 결합되는 역할과, 반원형관 모양의 홈부(113)와 반원형 모양의 돌기부(112)의 회전 가능한 결합으로 인하여 지형상 상기 옹벽블록(100)을 굴곡지게 축조 시공하여야 할 때, 옹벽블록(100)들을 조금씩 회전시켜 굴곡지게 축조하는데 유용하게 이용된다.When the retaining wall block 100 is laterally built, the semi-circular protrusion 112 of the other retaining wall block 100 is inserted into the semi-circular tube-shaped groove 113 to be constructed. When the semi-circular projection portion 112 is inserted into the role of the retaining wall blocks 100 are firmly coupled to each other, and due to the rotatable coupling of the semi-circular tube-shaped groove portion 113 and the semi-circular projection portion 112 When it is necessary to construct the retaining wall block 100 on the top of the terrain, the retaining wall block 100 may be usefully constructed to bend by rotating the retaining wall blocks 100 little by little.

다음으로 상기한 바와 같이 구성된 본 발명 결합수단을 구비한 옹벽블록으로 옹벽을 축조하는 시공에 대하여 상세하게 설명한다.Next, the construction which builds a retaining wall with the retaining wall block provided with the coupling means of this invention comprised as mentioned above is demonstrated in detail.

먼저, 옹벽블록(100)의 반원형관 홈부(113)에 다른 옹벽블록(100)의 반원형 돌기부(112)를 삽입하는 방식으로 콘크리트기초에다 다수의 옹벽블록(100)들을 횡방향으로 축조 시공한다.First, a plurality of retaining wall blocks 100 are constructed in a transverse direction on a concrete foundation by inserting the semi-circular protrusions 112 of the other retaining wall blocks 100 into the semi-circular pipe grooves 113 of the retaining wall blocks 100.

다음에 콘크리트기초에 횡방향으로 축조 시공된 옹벽블록(100)들의 상부에 옹벽블록(100)을 엇갈리게 적층하는데, 이는 도 4에 도시한 바와 같이 좌측에 위치하는 옹벽블록(100)의 우측 결합돌기(140)를 상부에 적층되는 옹벽블록(100)의 하면 좌측 결합요홈(150)들 각각에 삽입하고, 우측에 위치하는 옹벽블록(100)의 좌측 결합돌기(140)들 각각을 상부에 적층되는 옹벽블록(100)의 하면 우측 결합요홈(150)들 각각에 삽입하며, 횡방향으로는 옹벽블록(100)의 홈부(113)에 인접하는 옹벽블록(100)의 돌기부(112)를 삽입한다.Next, the retaining wall blocks 100 are alternately stacked on top of the retaining wall blocks 100 constructed in the transverse direction in the concrete foundation, which is shown in FIG. 4, which is a right coupling protrusion of the retaining wall blocks 100 located on the left side. The 140 is inserted into each of the lower left coupling recesses 150 of the retaining wall block 100 stacked on the upper side, and each of the left coupling protrusions 140 of the retaining wall block 100 positioned on the right is stacked on the upper side. The lower surface of the retaining wall block 100 is inserted into each of the right coupling recesses 150, and the protrusion 112 of the retaining wall block 100 adjacent to the groove portion 113 of the retaining wall block 100 is inserted in the transverse direction.

이와 같이 옹벽블록(100)을 적층하는 작업의 반복에 의해 옹벽의 축조를 완성하게 되는데, 처음 콘크리트기초에 횡방향으로 옹벽블록(100)들을 축조 시공할 때에는 중장비로 옹벽블록(100)을 들어올려 기초 위에 옹벽블록(100)을 올려놓고, 옹벽블록(100)의 홈부(113)에 인접 옹벽블록(100)의 돌기부(112)가 삽입되도록 위치결정 하여 옹벽블록(100)의 홈부(113)에 인접 옹벽블록(100)의 돌기부(112)를 삽 입하면 되고, 그 상부 각층에 있어서의 옹벽블록(100)의 적층시에는 적층하는 옹벽블록(100)을 중장비로 들어올려 하부 옹벽블록(100)의 결합돌기(140)에 상부 옹벽블록(100)의 결합요홈(150)이 삽입되도록 위치 결정하여 삽입 적층하게 된다.As such, the construction of the retaining wall is completed by repeating the stacking of the retaining wall block 100. When the retaining wall blocks 100 are constructed in the transverse direction on the first concrete foundation, the retaining wall block 100 is lifted by heavy equipment. The retaining wall block 100 is placed on the foundation and positioned so that the protrusion 112 of the adjacent retaining wall block 100 is inserted into the groove portion 113 of the retaining wall block 100 to the groove portion 113 of the retaining wall block 100. The protrusions 112 of the adjacent retaining wall block 100 may be inserted, and when the retaining wall block 100 is stacked on each upper layer, the retaining wall block 100 to be stacked is lifted with heavy equipment to lower the retaining wall block 100. Positioning so that the coupling groove 150 of the upper retaining wall block 100 is inserted into the coupling projection 140 of the insertion protrusion is laminated.

상기와 같이 상부 각층에 있어서의 옹벽블록(100)의 적층시에 상기 결합 돌기부(140)에 다른 상부 옹벽블록(100)의 결합요홈(150)이 매우 쉽게 삽입되어 결합될 수 있는 이유는, 상기 결합돌기(140)가 전면에서 후방으로 경사진 경사면을 이루고 후면이 수직인 다수의 직각 삼각형의 결합돌기(140)가 상기 몸체(110)의 후방에서 양 측벽부(120, 120')의 상면을 따라 톱니모양으로 형성되고, 상기 결합요홈(150) 역시 상기 결합돌기(140)가 삽입될 수 있도록 전면이 후방으로 경사진 경사면을 이루고 후면이 수직인 다수의 직각 삼각형의 결합요홈(150)이 상기 몸체(110)의 후방에서 측벽부(120, 120')의 하면을 따라 형성되어 있기 때문에, 집게를 구비한 중장비로 상부 옹벽블록(100)을 들고 축조된 하부 옹벽블록(100) 위에 위치 결정하여 올려놓고 중장비로 앞에서 약간만 뒤로 밀면 결합돌기(140)와 결합요홈(150)이 경사진 직각 삼각형 형상 때문에 쉽게 밀리면서 결합된다.The reason why the coupling groove 150 of the other upper retaining wall block 100 can be inserted into and coupled to the coupling protrusion 140 at the time of stacking the retaining wall block 100 in each upper layer is as described above. Coupling protrusion 140 forms an inclined surface inclined from the front to the rear, and a plurality of right-angled triangular coupling protrusions 140 having a vertical rear face the upper surfaces of both sidewall portions 120 and 120 'at the rear of the body 110. It is formed in the shape of a tooth, the coupling groove 150 also forms a slope inclined to the rear to the front so that the coupling protrusion 140 is inserted, the coupling groove 150 of a plurality of right-angled triangular the back is vertical. Since it is formed along the lower surface of the side wall portions 120 and 120 'at the rear of the body 110, it is positioned on the lower retaining wall block 100 constructed by carrying the upper retaining wall block 100 with heavy equipment with tongs. Put it up and put it back a bit with heavy equipment Pushing the engaging projection 140 and the coupling groove 150 is coupled while pushing easily because of the inclined right triangle shape.

또한, 결합돌기(140)와 결합요홈(150)의 후면이 수직면으로 형성되어 있으므로 일부 옹벽블록(100)에 뒤쪽에서 토압이 크게 작용한다고 하여도 상기 수직면으로 인하여 앞으로 밀리지 않으므로 일부 옹벽블록에서도 붕괴되지 않는다. In addition, since the rear surface of the coupling protrusion 140 and the coupling groove 150 is formed as a vertical surface, even if the earth pressure is largely applied to the rear wall of the some retaining wall block 100, the vertical surface does not collapse because it is not pushed forward due to the vertical surface. Do not.

지금까지 도 5에 도시한 계단형 옹벽을 축조하는 경우를 예로서 본 발명을 설명하였지만 본 발명은 이에 한정되지 않고 발명의 요지를 이탈하지 않는 범위 내에서 다양하게 변형하여 실시할 수 있다. Although the present invention has been described by way of example as a case of constructing the stepped retaining wall shown in FIG. 5, the present invention is not limited thereto, and various modifications can be made without departing from the spirit of the invention.

상기한 바와 같이 작용하는, 본 발명 결합수단을 구비한 옹벽블록은 직각삼각형 형상의 다수의 결합돌기와 직각삼각형 형상의 다수의 결합요홈의 결합에 의해 상하 블록 간의 적층결속이 안정되고 견고하면서 블록의 지지력이 양호할 뿐만 아니라 배면에 토압이 크게 작용하여도 옹벽이 붕괴되지 않는 장점이 있다.Retaining wall block provided with a coupling means of the present invention, which acts as described above, has a stacking force between the upper and lower blocks by a combination of a plurality of coupling protrusions having a right triangle shape and a plurality of coupling grooves having a right triangle shape, and the support force of the block is stable. Not only this is good but there is an advantage that the retaining wall does not collapse even if the earth pressure is largely acted on the back surface.

또한, 상하 블록의 적층시 별도의 연결수단을 필요로 하지 않고, 중장비로 위치결정하고 살짝 밀어서 블록과 일체로 형성된 상하부 결합수단의 결합으로 간편하게 블록을 적층할 수 있어 중량물인 대형블록의 축조시공이 용이하게 되므로 공사기간과 비용을 대폭 줄일 수 있는 각별한 장점이 있다.In addition, the stacking of the upper and lower blocks does not require a separate connection means, it is possible to simply stack the blocks by combining the upper and lower coupling means formed integrally with the block by positioning and slightly pushing with heavy equipment, so that the construction of large blocks that are heavy Since it is easy, there is a special advantage that can significantly reduce the construction period and cost.

Claims (3)

삭제delete 삭제delete 중앙에 상하로 관통하는 제1관통공간부(111)가 형성되고 전면 중앙부가 전방으로 돌출된 몸체(110)와; 상기 몸체(110)의 후면인 배면벽부(114)의 양측에서 연장되어 대칭 형성된 한쌍의 측벽부(120, 120')와; 상기 측벽부(120, 120')의 후측 사이에 상하로 상기 측벽부(120, 120')와 일체로 형성된 후벽부(130)와; 상기 몸체(110)의 배면벽부(114)와 측벽부(120, 120') 및 후벽부(130)로 이루어지는 상하로 관통되는 제2관통공간부(111')와; 상기 몸체(110)의 후방에서 양 측벽부(120, 120')의 상면을 따라 형성된 전면에서 후방으로 경사진 경사면을 이루고 후면이 수직인 다수의 결합돌기(140)와; 상기 몸체(110)의 후방에서 양 측벽부(120, 120')의 하면을 따라 형성된 전면에서 후방으로 경사진 경사면을 이루고 후면이 수직인 다수의 결합요홈(150)과; 상기 몸체(110)의 일측에 형성된 반원형 모양의 돌기부(112)와; 상기 몸체(110)의 타측에 형성된 반원형관 모양의 홈부(113)로 이루어진 것을 특징으로 하는 결합수단을 구비한 옹벽블록.A first through space 111 penetrating up and down in the center thereof, and a body 110 having a front central portion protruding forward; A pair of side wall portions 120 and 120 'extending from both sides of the rear wall portion 114, which is a rear surface of the body 110, and formed symmetrically; A rear wall portion (130) formed integrally with the side wall portions (120, 120 ') between the rear sides of the side wall portions (120, 120'); A second penetrating space portion 111 'penetrating vertically and including a rear wall portion 114, side wall portions 120 and 120' and a rear wall portion 130 of the body 110; A plurality of engaging protrusions 140 that form an inclined surface inclined backward from the front side formed along the upper surfaces of both side wall portions 120 and 120 'at the rear of the body 110 and the rear side thereof is vertical; A plurality of coupling recesses 150 which form an inclined surface inclined backward from the front side formed along the bottom surface of both side wall portions 120 and 120 'at the rear of the body 110 and the rear side is vertical; A semicircular protrusion 112 formed on one side of the body 110; Retaining wall block having a coupling means, characterized in that consisting of a semi-circular tube-shaped groove 113 formed on the other side of the body (110).
KR1020060006853A 2006-01-23 2006-01-23 Retaining Wall Blocks with Coupling Means KR100786825B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020060006853A KR100786825B1 (en) 2006-01-23 2006-01-23 Retaining Wall Blocks with Coupling Means

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020060006853A KR100786825B1 (en) 2006-01-23 2006-01-23 Retaining Wall Blocks with Coupling Means

Publications (2)

Publication Number Publication Date
KR20070077335A KR20070077335A (en) 2007-07-26
KR100786825B1 true KR100786825B1 (en) 2007-12-20

Family

ID=38501931

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020060006853A KR100786825B1 (en) 2006-01-23 2006-01-23 Retaining Wall Blocks with Coupling Means

Country Status (1)

Country Link
KR (1) KR100786825B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20170026091A (en) 2015-08-27 2017-03-08 대상이앤씨(주) Constructing method of connecting type retaining wall using high performance shotcrete composition

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101145403B1 (en) * 2011-03-11 2012-05-15 코단콘크리트 주식회사 Retaining wall block

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040085125A (en) * 2004-09-13 2004-10-07 신우산업개발 주식회사 Block for revetment construction and execution method using said block
KR200396205Y1 (en) * 2005-06-24 2005-09-21 대영산업(주) Pro-Environmentally Vegetational Block
KR200401951Y1 (en) * 2005-08-24 2005-11-23 임선명 Retaining wall block

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040085125A (en) * 2004-09-13 2004-10-07 신우산업개발 주식회사 Block for revetment construction and execution method using said block
KR200396205Y1 (en) * 2005-06-24 2005-09-21 대영산업(주) Pro-Environmentally Vegetational Block
KR200401951Y1 (en) * 2005-08-24 2005-11-23 임선명 Retaining wall block

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20170026091A (en) 2015-08-27 2017-03-08 대상이앤씨(주) Constructing method of connecting type retaining wall using high performance shotcrete composition

Also Published As

Publication number Publication date
KR20070077335A (en) 2007-07-26

Similar Documents

Publication Publication Date Title
US7503729B2 (en) Reinforced retaining wall and method of construction
JP3164495B2 (en) Construction method of leaning type retaining wall
US6250038B1 (en) Block for retaining wall and method for the construction of retaining wall using the same
JPH10152848A (en) Retaining wall block
KR100786825B1 (en) Retaining Wall Blocks with Coupling Means
KR200396209Y1 (en) Connection a means include a breast wall block
KR102533318B1 (en) a functional Reinforced Earth Block
KR200339448Y1 (en) Block for reinforced earth revetment
KR200238747Y1 (en) Anchor block for constructing retaining wall
KR101338376B1 (en) Lap block connecting structure and construction method using the same
KR102273710B1 (en) Block Assembly for Retaining Wall with Improved Construction and Support
KR101045019B1 (en) Installation structure of block type breast wall and its construction method
US20090110491A1 (en) Securable retaining wall block and system
KR100456219B1 (en) A coupling device of assembly block for Wall systems
KR200245413Y1 (en) A coupling device of assembly block for Wall systems
KR200396208Y1 (en) Connection a means include a breast wall block
CN216839550U (en) Multifunctional composite cantilever type prefabricated retaining wall with unloading table
KR101328438B1 (en) Basis block for wall and constructing a wall using the same
CN112982653B (en) Construction method of mountain-based building stable structure
JPS60192030A (en) Terraced block for reinforced concrete retaining wall
CN217923719U (en) Combined type keeps off native supporting construction
CN211621669U (en) Assembled ecological retaining wall
KR200172438Y1 (en) Anchor block
JP3014185U (en) Retaining wall construction unit and retaining wall structure
JP4077378B2 (en) Block fence construction method and reinforcing bracket for block fence

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
G170 Re-publication after modification of scope of protection [patent]
FPAY Annual fee payment

Payment date: 20121207

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20140102

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20141211

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20151211

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20170912

Year of fee payment: 10

R401 Registration of restoration
FPAY Annual fee payment

Payment date: 20171201

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20191209

Year of fee payment: 13