KR100750702B1 - A vegetation block and a method for constructing the building area using - Google Patents
A vegetation block and a method for constructing the building area using Download PDFInfo
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- KR100750702B1 KR100750702B1 KR1020060048750A KR20060048750A KR100750702B1 KR 100750702 B1 KR100750702 B1 KR 100750702B1 KR 1020060048750 A KR1020060048750 A KR 1020060048750A KR 20060048750 A KR20060048750 A KR 20060048750A KR 100750702 B1 KR100750702 B1 KR 100750702B1
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- building block
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- block
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/18—Making embankments, e.g. dikes, dams
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
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Abstract
Description
도 1은 본 발명에 따른 생태축조블록 및 이를 이용한 성토부 축조방법 중 생태축조블록의 사시도1 is a perspective view of an ecological building block of the ecological building block and a fill section construction method using the same according to the present invention
도 2는 본 발명에 따른 생태축조블록 및 이를 이용한 성토부 축조방법의 시공진행중인 상태를 나타낸 사시도Figure 2 is a perspective view showing the construction in progress of the ecological building block and the fill section construction method using the same according to the present invention
도 3은 본 발명에 따른 생태축조블록 및 이를 이용한 성토부 축조방법의 수직 적층된 상태의 측면도Figure 3 is a side view of the vertically stacked state of the ecological construction block and the fill section construction method using the same according to the present invention
도 4는 도 4는 도3의 일부분 확대도FIG. 4 is a partially enlarged view of FIG. 3.
*도면의 주요부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *
100: 생태축조블록 10: 전면벽100: ecological building block 10: front wall
11: 굴곡면 12a, 12b: 측면11:
12a-1, 12b-1: 이음돌기 12a-2, 12b-2: 이음홈12a-1, 12b-1:
13: 후면벽 13a: 삽입홈13:
14: 콘크리트 타설공 15: 식생공간14: concrete pouring 15: vegetation space
20: 철근 30: 성토부20: Rebar 30: Filling section
40: 사면 50: 유공관40: slope 50: merit pipe
60: 저항체 60a: 삽입공60:
70: 성토지반70: Filled soil
본 발명은 도로의 신설 및 확장공사 또는 택지개발시 가용면적을 인위적으로 확장하기 위하여 조성된 성토지반을 보호하여 주며 식생가능한 생태축조블록 및 이를 이용한 성토부 축조방법에 관한 것이다.The present invention relates to the construction of ecological building blocks that protect vegetation grounds for artificially expanding the available area during the construction and construction of roads, or the development of residential lands, and the method of building landfills using the same.
옹벽은 원 지반을 절개하여서 드러난 절토사면 또는 원 지반의 경사면에 덧붙여져서 성토되는 성토지반을 안정적으로 보호하기 위한 구조물로 인식되어 있는바, 이전에는 해당위치의 지중에 철근콘크리트로서 수평하게 바닥판을 설치하고, 바닥판과 일체가 되도록 철근콘크리트로서 수직으로 세워지는 버팀벽을 설치하여서 된 철근콘크리트 옹벽을 구축하여 절취사면 또는 성토지반을 보호하여 주도록 하였다.Retaining wall is recognized as a structure to reliably protect the embankment surface that is exposed by cutting the original ground or added to the slope of the original ground. Previously, the retaining wall was placed horizontally as reinforced concrete in the ground at the location. Reinforced concrete retaining wall was constructed by installing a support wall that was erected vertically as reinforced concrete so as to be integrated with the floor plate to protect the cut slope or the soil.
이러한 철근콘크리트 옹벽은 수직벽에 직접적으로 작용되는 전도모멘트 보다 지중에 매립되는 바닥판에 의한 저항모멘트가 커서 절취사면 또는 성토지반을 안정적으로 보호하여 주는 장점을 가지는 것이 사실이나, 철근콘크리트로서 바닥판과 버팀벽을 성형하고 양생하는 데 따른 공사비용과 공사기간이 과도하게 소요되는 결함이 있었다.This reinforced concrete retaining wall has the advantage that the resistance moment due to the bottom plate buried in the ground is larger than the conducting moment acting directly on the vertical wall, so that it has the advantage of stably protecting the cut slope or the ground of the soil. There was a defect that excessive construction time and construction time were required for forming and curing the overwall.
상기한 결함을 보완하고자 최근에는 해당위치에 앵커볼트가 일체로 된 기성블록을 조적하면서 그 기성블록의 내측에 토사를 채우고 다짐하는 작업을 반복하여서 축조하는 조적식 옹벽공법이 개발되어 있다. 이러한 조적식 옹벽은 기성블록을 조적하여서 축조하게 되므로 공사비용과 공사기간을 감축시켜주는 장점을 가지게 되었다.Recently, an masonry retaining wall method has been developed to repeatedly construct a compacted block of anchor bolts at a corresponding position while filling the soil and compacting the soil. Since the masonry retaining wall is constructed by building a ready-made block, it has the advantage of reducing the construction cost and construction period.
그러나, 이와 같은 조적식 옹벽은 개개의 기성블록이 토사 내에 단순 매립되는 앵커볼트로 지지되도록 설치되어서 전토모멘트에 대한 내구력이 취약하기 때문에, 시공된 이후에 토사에 의하여 작용되는 전도모멘트를 감당하지 못하고 변위가 발생되거나 붕괴되는 심각한 문제점이 있었다. 더욱이, 조적식 옹벽을 구축하는 과정에서 내측에 채워진 토사를 과도하게 다짐하여 조적된 기성블록에 변위가 발생된 경우에, 내측에 채워진 토사를 걷어내고 변위가 발생된 기성블록이 제 위치에 놓여지도록 수정한 후에, 그 기성블록의 내측에 다시 토사를 채우고 다짐하여야 하는 어려움을 겪게 되는 문제점 등이 있었다.However, such a masonry retaining wall is installed so that each ready-made block is supported by anchor bolts that are simply buried in the soil, so that the durability against the soil moment is weak, so that it cannot bear the conduction moment acted by the soil after construction. There was a serious problem of displacement or collapse. Furthermore, in the process of constructing the masonry retaining wall, when the soil filled in the inner block is excessively compacted and the displacement occurs in the assembled block, the soil in the inner layer is removed and the ready-made block in which the displacement occurs is put in place. After the correction, there was a problem in that it was difficult to fill and reclaim soil inside the ready-made block.
본 발명은 상기와 같은 사정을 고려하여 이루어진 것으로, 그 목적은 각층에 형성되는 블록에 각각 별도의 철근을 삽입하고 이 철근을 연장하여 성토지반까지 매설하고 별도의 저항체에 고정한 상태에서 다짐하는 축성방법을 이용하여 시공함으로써 성토지반 및 사면을 확실하게 보호하는 데 있다.The present invention has been made in consideration of the above circumstances, and the object thereof is to insert a separate reinforcing bar into each block formed in each layer and extend the reinforcing bar to fill the ground soil and compacted in a state fixed in a separate resistor It is to reliably protect the soil and slope by constructing it using
본 발명은 상기와 같은 목적을 달성하기 위해 양측으로 굴곡진 굴곡면이 형성된 전면벽, 상기 전면벽 양측에 이음돌기와 이음홈이 각각 형성된 측벽, 철근의 일측이 삽입되는 홈이 형성된 후면벽, 및 내측 중앙부분에 콘크리트 타설공과 식생공간이 형성된 생태축조블록을 제공함에 있다. The present invention is a front wall formed with a curved surface curved to both sides in order to achieve the above object, a side wall formed with a joint protrusion and a joint groove on both sides of the front wall, a rear wall formed with a groove is inserted into one side of the reinforcement, and the inner side It is to provide an ecological building block with concrete placing hole and vegetation space in the center part.
다음 본 발명의 실시 예를 도면에 의거하여 구체적으로 설명하겠다.Next, embodiments of the present invention will be described in detail with reference to the drawings.
도 1은 본 발명에 따른 생태축조블록 및 이를 이용한 성토부 축조방법중 생태축조블록의 사시도이고, 도 2는 본 발명에 따른 생태축조블록 및 이를 이용한 성토부 축조방법의 시공진행중인 상태를 나타낸 사시도이며, 도 3은 본 발명에 따른 생태축조블록 및 이를 이용한 성토부 축조방법의 수직 적층된 상태의 측면도이고, 도 4는 도3의 일부분 확대도이다.1 is a perspective view of an ecological building block and an ecological building block using the same according to the present invention, and Fig. 2 is a perspective view showing a construction in progress of the ecological building block and a landfill construction method using the same according to the present invention. 3 is a side view of a vertically stacked state of an ecological building block and a filling part construction method using the same according to the present invention, and FIG. 4 is a partially enlarged view of FIG. 3.
본 발명의 축조방법에 사용되는 생태축조블록은 도 1에 나타난 바와 같이 Ecological building blocks used in the building method of the present invention as shown in FIG.
앞측에는 전면벽(10)의 양측에 내측으로 굴곡진 굴곡면(11)이 형성되고, 이 굴곡면(11)의 양측으로 측면(12a, 12b)이 각각 형성되는데 상기 측면(12a, 12b)에는 다른 블록(100')의 측면(12a', 12b')이 밀착되어 결합되도록 이음돌기(12a-1, 12b-1)와 이음홈(12a-2, 12b-2)이 각각 형성되며 이 이음돌기(12b-1)가 다른 블록(100')의 이음홈(12a-2')에 일부 삽입되는 형태로 연결하여 축조된다.On the front side,
또한, 후측에는 철근(20)의 일측이 삽입되도록 삽입홈(13a)이 각각 형성된 후면벽(13)이 형성되고, 블록(100)의 중앙부분에는 축조시 내부에 콘크리트가 타설되는 콘크리트 타설공(14)과 식물이 생육하는 식생공간(15)이 형성되어 있는 생태축조블록(100)이다.In addition, the rear side is formed with a
또한, 상기 철근(20)의 타측 끝부분으로는 저항체(60)를 결합하여 형성하는 데, 상기 저항체(60)는 길이방향의 중앙부분에 삽입공(60a)이 형성되어 철근(20)의 끝부분이 결합되며 이 저항체(60)는 성토지반(70)에 삽입된 상태로 블록과 연결되어 블록의 변형 및 이동을 방지한다.In addition, the other end portion of the
상기에서 설명한 생태축조블록을 이용한 성토부 축조방법을 도면을 참조하여 단계별로 설명하면 다음과 같다.Referring to the fill section construction method using the ecological construction block described above with reference to the drawings as follows.
1. 사면 및 기초면 형성단계(S1)1. Slope and foundation surface forming step (S1)
옹벽을 축조할 성토부(30)를 선정한 다음 성토지반(70)의 끝부분에 사면(40)을 형성한 후 생태축조블록이 축조될 위치의 지면을 수평으로 다진 후 철근을 양생하고 위에 생태축조블록의 전면을 전방을 향하도록 한 상태에서 횡방향으로 연이어 안착한 후 콘크리트를 타설하여 기초면(A)을 형성함과 동시에 1단 축성하고 사면(40)측으로 통상의 유공관(50)을 설치한 후 사면(40)과 이어진 성토지반(70)에 매립토를 매립하여 생태축조블록의 상면 높이와 동일한 높이까지 축성한다.After selecting the filling
2. 생태축조블록 2단 축성단계(S2)2. Ecological building block two-stage building stage (S2)
기초면(A)위에 형성된 1단생태축조블록(A1)의 상면에 생태축조블록과 생태축조블록사이에 놓이도록 2단생태축조블록(A2)을 축성하는데, 이때, 밀착된 생태축조블록과 생태축조블록 사이에 측면을 일치시키고 1차 축성된 생태축조블록보다 사면측으로 이동하여 계단식으로 적층되게 함으로써 식생공간(15)을 최대한 확보하며, 2단생태축조블록(A2)의 식생공간(15)과 사면(40) 및 성토지반(70)에 매립토를 매설하여 생태축조블록의 높이와 동일하게 사면 및 성토지반을 채워 축성한다.A two-stage ecological construction block (A2) is constructed on the upper surface of the first-stage ecological construction block (A1) formed on the base surface (A) so as to be located between the ecological construction block and the ecological construction block, wherein the close ecological construction block and the ecology The vegetation space (15) of the second-stage ecological building block (A2) is secured to the maximum by securing the vegetation space (15) by matching the sides between the building blocks and moving to the slope side than the first built ecological building block. The landfill soil is embedded in the
3. 침하방지구조 축성단계(S3)3. Settling prevention structure layering step (S3)
상기와 같이 2단생태축조블록(A2)이 축성된 상면에 동일한 방법으로 3단생태축조블록(A3)을 축성하며 이어 형성된 사면(40)과 성토지반(70)에 매립토로 매립한 후 성토지반(70)의 상부에 저항체(60)를 삽입 후 다짐하고 생태축조블록에 형성된 삽입홈(13a)과 저항체(60)의 삽입공(60a)에 철근(20)의 양끝부분을 삽입·연결하여 3단생태축조블록(A3)을 축성한다.As described above, the three-stage ecological building block (A2) is built on the upper surface of the three-stage ecological building block (A3) in the same manner, and the land slope (40) and the land soil (70) formed thereafter are embedded with landfill soil. After inserting the
4. 마감단계(S4)4. Finishing step (S4)
상기의 2단계와 3단계의 축성과정을 연속 반복하여 최상부까지 축성한 후 최상부의 생태축조블록 상면에 콘크리트를 타설하여 마감하는데 이때, 콘크리트를 블록(100)에 형성된 콘크리트 타설공(14)에도 타설하여 콘크리트가 하부로 적층된 각각의 생태축조블록 콘크리트 타설공(14)으로 유입되어 생태축조블록의 내부에 콘크리트 기둥이 형성하여 생태축조블록의 유동이나 이동을 저지한다.After repeating the
이상과 같이 본 발명의 축조방법에 따라 성토부에 생태축조블록을 시공함으로써 블록의 엇갈리게 축성함으로써 입체적인 조형미를 연출할 수 있으며, 블록에 형성된 식생공간을 최대한 사용할 수 있는 효과가 있는 동시에 시공상에서도 블록의 내부에 콘크리트 봉상체가 수직으로 형성되고, 또한, 성토지반으로도 여러개의 철근이 삽입되어 각층의 블록을 보호함으로써 확실하게 적층상태를 유지할 수 있으며 내측의 성토지반을 압축토체화하여 안정화시켜 주는 효과가 있다. As described above, by constructing the ecological construction block in the fill part according to the construction method of the present invention, it is possible to produce a three-dimensional molding beauty by staggering the blocks alternately, and has the effect of maximizing the use of the vegetation space formed in the block and at the same time in the construction. Concrete rods are formed vertically, and several reinforcing bars are inserted into the soil to protect the blocks of each layer to ensure the stacking state, and the effect of stabilizing the soil inside by compressing soil is stabilized. have.
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CN110965577A (en) * | 2019-12-25 | 2020-04-07 | 黄河勘测规划设计研究院有限公司 | Construction method of chain lock type ecological block retaining wall |
CN112392067A (en) * | 2020-11-30 | 2021-02-23 | 吉林建筑科技学院 | Clamping lock type inclined building block assembly retaining wall |
CN115075289A (en) * | 2022-02-22 | 2022-09-20 | 金中天水利建设有限公司 | Rapid construction method for assembled arc ecological frame retaining wall |
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CN115075289B (en) * | 2022-02-22 | 2023-11-17 | 金中天水利建设有限公司 | Rapid construction method for assembled arc ecological frame retaining wall |
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