KR100545663B1 - Protection structure of slope of building - Google Patents

Protection structure of slope of building Download PDF

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KR100545663B1
KR100545663B1 KR1020050095177A KR20050095177A KR100545663B1 KR 100545663 B1 KR100545663 B1 KR 100545663B1 KR 1020050095177 A KR1020050095177 A KR 1020050095177A KR 20050095177 A KR20050095177 A KR 20050095177A KR 100545663 B1 KR100545663 B1 KR 100545663B1
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South Korea
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cross
block
vertical
drainage hole
wire
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KR1020050095177A
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Korean (ko)
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유병헌
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주식회사 다주종합건축사사무소
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B11/00Drainage of soil, e.g. for agricultural purposes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/165Shapes polygonal
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0075Textiles
    • E02D2300/0076Textiles non-woven

Abstract

본 발명은 건축물 경사면을 보호하는 구조에 관한 것으로서, 더욱 상세하게는 경사면에 십자블럭과 T자블럭을 설치하여 토사는 십자블럭의 상단에 걸려 못내려 오게 하고, 물만 사각홀을 통과하여 하천으로 배수되도록 한 건축물 경사면 보호구조에 관한 것이며, 단면이 십자형상으로 형성되되, 세로로 수직차단부(14)가 형성되고, 수직차단부(14)의 양측면으로 수평날개부(13)가 형성되며, 수직차단부(14)에 수평으로 사각형의 우수배수홀(15)이 형성되고, 우수배수홀(15)에 사각섬유마대(16)가 삽입되어 고정되며, 수직차단부(14)의 하부에 와이어지지부(11)가 일체로 형성되고, 와이어지지부(11)의 양측에 와이어관통홀(12)이 형성되는 십자블럭(10); 단면이 T형으로 형성되되, ㅓ형태로 뉘어서 설치되고, 일체로 형성된 옹벽지지부(21)와 수직차단부(23)의 옹벽반대편 벽면에 수평날개부(22)를 형성하며, 수직차단부(23)에 우수배수홀(24)이 형성되고, 우수배수홀(24)에 사각섬유마대(16)가 삽입 고정되며, 옹벽(1)의 상단부에 설치되는 티형블럭(20); 양단에 연결고리(31)를 형성하여 연결고리(31)에 앵커볼트(32)를 관통시켜 지중에 고정하는 고정와이어(30);로 구성되는 것을 특징으로 한다.The present invention relates to a structure for protecting a building inclined surface, and more specifically, by installing a cross block and a T-block on the inclined surface so that the earth and sand can not be caught on the top of the cross block, draining water to the river through the square hole only Regarding the building inclined surface protection structure to be possible, the cross section is formed in the cross shape, the vertical cut-off portion 14 is formed vertically, the horizontal wing portion 13 is formed on both sides of the vertical cut-off portion 14, vertical A rectangular drainage drainage hole 15 is formed horizontally in the blocking part 14, and a square fiber hemp 16 is inserted into and fixed in the drainage drainage hole 15, and a wire support part is disposed below the vertical shielding part 14. A cross block 10 having integrally formed 11 and a wire through-hole 12 formed at both sides of the wire support 11; The cross section is formed in a T-shape, it is divided and installed in a 설치 shape, to form a horizontal wing portion 22 on the opposite wall of the retaining wall support portion 21 and the vertical blocking portion 23 formed integrally, vertical blocking portion 23 A rainwater drainage hole 24 is formed in the drainage hole, and a square fiber hemp 16 is inserted into and fixed in the rainwater drainage hole 24, and the tee-shaped block 20 is installed at the upper end of the retaining wall 1; It is characterized by consisting of; fixing wire 30 to form a connecting ring 31 at both ends to pass through the anchor bolt 32 to the connecting ring 31 to be fixed in the ground.

십자블럭, 티형블럭, 비탈면보호, 사각섬유마대 Cross block, tee block, slope protection, square fiber

Description

건축물 경사면 보호구조{PROTECTION STRUCTURE OF SLOPE OF BUILDING}Construction slope protection structure {PROTECTION STRUCTURE OF SLOPE OF BUILDING}

도 1은 종래의 비탈면을 도시한 도면.1 is a view showing a conventional slope.

도 2는 본 발명의 건축물 경사면 보호구조를 도시한 사시도.Figure 2 is a perspective view showing a building slope protection structure of the present invention.

도 3은 본 발명의 건축물 경사면 보호구조에 사용하는 십자블럭을 도시한 사시도.Figure 3 is a perspective view showing a cross block used in the building slope protection structure of the present invention.

도 4는 본 발명의 건축물 경사면 보호구조에 사용하는 티(T)형블럭을 도시한 사시도.Figure 4 is a perspective view showing a tee (T) type block used in the building slope protection structure of the present invention.

도 5는 본 발명의 건축물 경사면 보호구조의 설치예시도.Figure 5 is an installation example of the building slope protection structure of the present invention.

< 도면의 주요 부분에 대한 부호의 간단한 설명 > <Brief description of symbols for the main parts of the drawings>

1 : 옹벽 2 : 잡석망태1: retaining wall 2: rubble

3 : 비탈면 4 : 잔디3: slope 4: grass

5 : 배수로 6 : 차도5: drainage 6: driveway

10 : 십자블럭 11 : 와이어지지부10: cross block 11: wire support

12 : 와이어관통홀 13 : 수평날개부12: wire through hole 13: horizontal wing

14 : 수직차단부 15 : 우수배수홀14: vertical blocking part 15: storm drain hole

16 : 사각섬유마대 20 : 티형블럭16: square fiber spigot 20: tee block

21 : 옹벽지지부 22 : 수평날개부21: retaining wall support 22: horizontal wing

23 : 수직차단부 24 : 우수배수홀23: vertical blocking portion 24: storm drain hole

본 발명은 건축물 경사면을 보호하는 구조에 관한 것으로서, 더욱 상세하게는 경사면에 십자블럭과 T자블럭을 설치하여 토사는 십자블럭의 상단에 걸려 못내려 오게 하고, 물만 사각홀을 통과하여 하천으로 배수되도록 한 건축물 경사면 보호구조에 관한 것이다.The present invention relates to a structure for protecting a building inclined surface, and more specifically, by installing a cross block and a T-block on the inclined surface so that the earth and sand can not be caught on the top of the cross block, draining water to the river through the square hole only It relates to a building slope protection structure as possible.

일반적으로 비탈면에는 보호블럭을 설치하는데, 그 성형 재질을 콘크리트로 제작하여 비탈면의 토사 위에 격자형으로 올려 놓아 블록 자중에 의하여 압착식으로 비탈면을 보호하여져 왔고, 근래에 와서는 합성수지제를 이용하여 여러 형태로 블록을 형성하여 철근 등으로 제작된 고정핀에 의하여 합성수지제 블록을 비탈면에 고정시키는 방법이 사용되고 있다.In general, a protective block is installed on the slope, and the molding material is made of concrete and placed on the slope of the slope to be lattice-shaped to protect the slope by crimping by the block weight. A method of fixing a block made of synthetic resin to a slope by using a fixing pin made of reinforcing bar by forming a block in a shape is used.

그러나 위에서 언급한 방법의 블록은 모두가 압착력이나 자중에 의한 비탈면 보호 역활만 수행되어질뿐 지하수 용출이나 우기의 표면수 배수 쳐리가 전혀 되지 않아 비탈면이 유실되어 공사 현장에서의 커다란 하자 요인으로 지적되고 있고, 공사 완공후 우기철에 산사태 등으로 커다란 재난이 발생되어져 비탈면 보호라는 소기의 목적을 달성시키지 못하고 있다.However, all the blocks of the above-mentioned method are all performed only as protection of slopes due to compressive force or self-weight, and because of the lack of groundwater elution or surface water drainage of rainy season, slopes are lost and are pointed to be a big defect in construction sites. After the completion of the construction, large-scale disasters have occurred due to landslides in the rainy season, and the purpose of protecting slopes has not been achieved.

특히 하천변에 형성된 비탈면에서 흘러내린 토사가 하천을 메워 하천 바닥의 높이를 계속 높이게 되어 하천이 범람 될 수도 있다.In particular, the earth and sand flowing down from the slope formed on the riverside fills the river and continues to raise the height of the bottom of the river, causing the river to overflow.

비탈면의 토사가 유실되는 것을 방지하기 위하여 설치하는 종래의 비탈면 블록은 격자의 공간 크기가 토사의 입자에 비하여 너무나 커서 이 공간에 잔듸를 심는 등의 보완을 하지 않으면 토사가 유실될 우려가 있으며, 반면에 일반적인 밀폐식 블록은 설치부가 고가이어서 중요도가 낮은 장소에서의 사용이 곤란하다.Conventional slope blocks, which are installed to prevent the loss of soil on slopes, are too large for the size of the lattice, so if the soil is not compensated by planting remnants in the space, the soil may be lost. In general, a sealed block is difficult to use in places of low importance because the installation portion is expensive.

따라서 방조제의 신설등 농지확장에 따른 간척공사장 내의 수로제방에 있어서는 통수단면 즉, 수로를 형성하는 부위는 콘트리트 또는 블록 라이닝으로 별문제가 없었으나, 수로면을 제외한 잔여의 비탈면은 염분을 함유하고 있는 토사로 축조하는 관계로 잔듸는 물론 잡초까지 살수 없어 이를 그대로 방치하면 약간의 강우에도 표면의 토사가 유실되어 제방붕괴의 원인이 되므로, 이를 보호하기 위하여 철사 등을 망상으로 역어 구성시킨 금속망을 상부에서 부터 금속망의 하단부가 중첩되게 다단으로 깔고 이 중앙부위에 앙카볼트를 박아 금속망이 고정설치되게 하여서 토사에 함유되어 있는 염분이 희석될 때까지 비탈면을 보호시키게 하였다.Therefore, in the channel dike in the reclaimed construction site following the expansion of farmland, such as the establishment of a repellent, the surface of the channel, that is, the part forming the channel, did not have any problems with concrete or block lining, but the remaining slope except for the channel surface contained salinity. Since it is not possible to live with grass and weeds as it is built in the ground, if it is left as it is, the soil of the surface is lost even in a slight rainfall, which causes the collapse of the levees. Since the bottom part of the metal net was laid in multiple stages and the anchor bolt was installed in this central part, the metal net was fixed so as to protect the slope until the salt contained in the soil was diluted.

하지만 설치가 불편하고 금속망과 비탈면이 밀접되지 않아 비탈면의 표면을 견고히 압착시킬 수 없어 경우에 의하여 비탈면이 점차 세굴되면서 붕괴되고 장시간 후에는 금속망이 늘어져 비탈면을 보호시키는 모적을 상실하게 될뿐 아니라, 금속망이 우수에 의하여 장시간 사용후에는 산화되면서 녹물등이 비탈면에 침습되어 주위환경을 더럽힐 뿐 아니라 식물성장을 저해시키게 되고, 또한 설치 주면의 미관이 좋지않아 자연환경과 조화되지 않는 문제가 있었다.However, because the installation is inconvenient and the metal mesh and the slope are not close together, the surface of the slope cannot be pressed firmly. In some cases, the slope is gradually crushed and collapsed, and after a long time, the metal mesh stretches to protect the slope. Due to the excellent metal mesh, oxidized after a long time of use, the rust and water invade the slope, which not only pollutes the surrounding environment but also hinders plant growth. .

도 1에는 종래의 비탈면이 형성되어 있는 상태를 도시하고 있는데, 산을 절개하여 비탈면을 만들거나, 언덕에 인접하여 도로를 만들 때 절개부나 언덕이 무너 지는 것을 방지하기 위하여 옹벽(1)을 설치한다. 옹벽(1)에는 다수개의 배수구가 형성되고 옹벽(1)의 후방으로는 배수를 위하여 잡석망태(2)를 설치하여 흙이 배수구로 나오지 않고 물만 배수되도록 한다.FIG. 1 shows a state in which a conventional slope is formed, and a retaining wall 1 is installed to prevent the cutout or the hill from collapsing when the slope is made by cutting the mountain or when making a road adjacent to the hill. . Retaining wall (1) is formed with a plurality of drains and the rear of the retaining wall (1) to install a rubble mesh (2) for drainage so that the soil does not come out of the drain so drain only water.

그리고 옹벽(1)의 상단 후방으로 비탈면(3)이 형성되는데, 비탈면(3)의 토사가 흘러내리는 것을 방지하기 위하여 잔디(4)를 식재한다.And the slope 3 is formed in the upper rear of the retaining wall 1, the grass 4 is planted in order to prevent the earth and sand of the slope 3 flow down.

이와 같이 비탈면(3)에 토사가 흘러내리는 것을 방지하기 위하여 잔디(4)를 식재하는 정도로는 급히 흘러내리는 물에 의하여 토사 유실을 방지하기 어렵다.In this way, it is difficult to prevent soil loss due to the water flowing down quickly to the extent that the grass 4 is planted in order to prevent the soil from flowing down on the slope 3.

이와 같이 비탈면의 토사가 유실되는 것을 방지하고, 비탈면에 견고하게 고정되어 표층수는 표면을 따라 통과시키게 하고 토사는 흘러내리지 않게 하는 블럭이 필요하다.As such, there is a need for a block that prevents the soil of the slope from being lost, and is firmly fixed to the slope so that the surface water passes along the surface and the soil does not flow.

본 발명은 전술한 바와 같은 문제를 해결하기 위하여 안출한 것으로서, 비탈면에 다단의 층으로 십자블럭을 소정의 간격을 가지도록 이격시켜 비탈면에 삽입고정하고, 옹벽에는 티형블럭을 설치하여 흘러내린 토사가 도로나 하천에 흘러내리지 않게 하고자 하는 목적이 있다.The present invention has been made in order to solve the problems as described above, the cross-section blocks in a multi-stage layer on the inclined surface to be spaced apart to have a predetermined interval inserted into the inclined surface, the retaining wall flows by installing a tee block The purpose is to prevent it from flowing down roads or rivers.

다층으로 형성된 각 십자블럭이나 티형블럭에는 우수배수홀을 형성하고 우수배수홀에 사각섬유마대를 삽입설치하여 우수는 통과하고 토사는 통과하지 못하도록 하여 토사의 이동을 다층으로 제어하고자 하는 목적이 있다.Each cross or tee block formed in multiple layers is formed with rainwater drainage holes, and a square fiber stab is inserted into the storm drainage hole to pass rainwater and prevent soil from passing.

본 발명은 전술한 목적을 달성하기 위하여 하천변이나 도로변에 설치되는 옹벽등과 같은 건축물 경사면 보호구조에 있어서, 단면이 십자형상으로 형성되되, 세 로로 수직차단부가 형성되고, 수직차단부의 양측면으로 수평날개부가 형성되며, 수직차단부에 수평으로 사각형의 우수배수홀이 형성되고, 우수배수홀에 사각섬유마대가 삽입되어 고정되며, 수직차단부의 하부에 와이어지지부가 일체로 형성되고, 와이어지지부의 양측에 와이어관통홀이 형성되는 십자블럭; 단면이 T형으로 형성되되, ㅓ형태로 뉘어서 설치되고, 일체로 형성된 옹벽지지부와 수직차단부의 옹벽반대편 벽면에 수평날개부를 형성하며, 수직차단부에 우수배수홀이 형성되고, 우수배수홀에 사각섬유마대가 삽입 고정되며, 옹벽의 상단부에 설치되는 티형블럭; 여러개의 십자블럭의 와이어관통홀에 동시에 삽입 관통하고, 양단에 연결고리를 형성하여 연결고리에 앵커볼트를 관통시켜 지중에 고정하는 고정와이어;로 구성되는 것을 특징으로 하며, 사각섬유마대는 상기 우수배수홀과 같은 크기로 형성되어 우수배수홀에 삽입되고, 사각박스형태로 제조하여 그 내부에 천조각이나 부직포 등의 섬유를 채워 제작하는 것을 특징으로 하는 건축물 경사면 보호구조를 제공한다.The present invention in the building slope protection structure, such as retaining wall installed on the riverside or roadside in order to achieve the above object, the cross section is formed in the cross shape, the vertical blocking portion is formed in the vertical, horizontal wings on both sides of the vertical blocking portion An additional part is formed, and a rectangular drainage drainage hole is formed horizontally in the vertical shielding part, a square fiber head is inserted and fixed in the drainage drainage hole, and a wire support part is integrally formed at the lower part of the vertical shielding part, A cross block in which a wire through hole is formed; The cross section is formed in a T-shape, and is divided and installed in a ㅓ shape, and has horizontal wings formed on the wall surface opposite the retaining wall supporting portion and the vertical blocking portion formed integrally, and the drainage hole is formed in the vertical blocking portion, and the rain drain hole is square. T-shaped block is inserted into the fibrous stem is installed on the upper end of the retaining wall; The wire is inserted through a plurality of cross-holes through the hole at the same time, the connecting wire is formed at both ends to pass through the anchor bolt to the connecting ring to be fixed in the ground; characterized in that consisting of, square fiber hemp is excellent It is formed in the same size as the drainage hole, inserted into the rainwater drainage hole, and manufactured in the form of a rectangular box to provide a building slope protection structure characterized in that the fabric is filled with fabric such as cloth pieces or non-woven fabric therein.

이하, 첨부된 도면을 참조하여 본 발명의 구성을 상세히 설명하면 다음과 같다.Hereinafter, the configuration of the present invention with reference to the accompanying drawings in detail as follows.

도 2는 본 발명의 건축물 경사면 보호구조를 도시한 사시도이고, 도 3은 본 발명의 건축물 경사면 보호구조에 사용하는 십자블럭을 도시한 사시도이며, 도 4는 본 발명의 건축물 경사면 보호구조에 사용하는 티(T)형블럭을 도시한 사시도이고, 도 5는 본 발명의 건축물 경사면 보호구조의 설치예시도이다.Figure 2 is a perspective view showing a building slope protection structure of the present invention, Figure 3 is a perspective view showing a cross block used in the building slope protection structure of the present invention, Figure 4 is used for the building slope protection structure of the present invention Fig. 5 is a perspective view showing a tee-shaped block, and Fig. 5 is an exemplary view illustrating the installation of a building slope protection structure of the present invention.

본 발명은 비탈면에 수직차단부(14)가 노출되도록 삽입 설치된 십자블럭(10) 과 십자블럭(10)을 하부에서 연결하여 고정하는 와이어(30)와 옹벽(1)에 맞대어 설치하는 티형블럭(20)으로 구성된다.The present invention connects the cross block 10 and the cross block 10 inserted into the vertical block portion 14 so that the vertical block portion 14 is exposed to the inclined surface from the bottom of the wire 30 and the tee block to be installed against the retaining wall (1) ( 20).

십자블럭(10)은 단면이 십자형상으로 형성되고, 세로의 수직차단부(14) 양측면으로 수평날개부(13)가 일체로 형성되어 십자 형상이 된다.The cross block 10 has a cross section in the shape of a cross, and horizontal wings 13 are integrally formed on both sides of the vertical vertical blocking portion 14 to form a cross shape.

수평날개부(13)는 지중에 묻히게 되는 부분으로 십자블럭(10)이 견고하게 지중에 묻혀 있도록 하고, 수직차단부(14)는 상부 일측에 수평으로 사각형의 우수배수홀(15)이 형성되고, 우수배수홀(15)에 사각섬유마대(16)가 삽입되어 고정된다.The horizontal wing portion 13 is a part to be buried in the ground so that the cross block 10 is firmly buried in the ground, the vertical cutoff portion 14 is formed in a horizontal storm drain hole 15 horizontally on one side of the upper , Square fiber hemp 16 is inserted into the storm drain hole 15 is fixed.

사각섬유마대(16)는 상기 우수배수홀(15)과 같은 크기로 형성되어 우수배수홀(15)에 삽입된다. 마대는 굵은 삼실로 짠 포대를 말하는 것으로서, 사각박스형태로 제조하여 그 내부에 천조각이나 부직포 등의 섬유를 채워 제작한다. 사각섬유마대(16)는 물을 통과시키고, 흘러내리는 토사를 막아 통과시키지 못하게 하는 장애물 역할을 하는 것으로 토사의 흐름을 방해하도록 구성하는 것으로 족하다.Square fiber hemp 16 is formed in the same size as the storm drain hole 15 is inserted into the storm drain hole (15). The sack refers to a woven bag made of coarse twine, manufactured in the form of a rectangular box and filled with fabric such as cloth pieces or nonwoven fabrics. Square fiber sacks 16 is sufficient to be configured to interfere with the flow of the soil by acting as an obstacle to pass through the water, preventing the soil from flowing down.

십자블럭(10)의 수직차단부(14)의 하부에는 와이어지지부(11)가 형성되고, 와이어지지부(11)의 양측으로 와이어관통홀(12)이 형성된다.A wire support part 11 is formed below the vertical blocking part 14 of the cross block 10, and wire through holes 12 are formed at both sides of the wire support part 11.

이러한 십자블럭(10)을 고정와이어로 고정하는 구조는 도 5에 도시되어 있듯이 여러개의 십자블럭(10)의 와이어관통홀(12)에 고정와이어(30)를 동시에 삽입 관통하고, 고정와이어(30)의 양단에 연결고리(31)를 형성하여 연결고리(31)에 앵커볼트(32)를 관통시켜 지중에 고정한다.The structure for fixing the cross block 10 with the fixing wire is inserted through the fixing wire 30 at the same time through the wire through hole 12 of the multiple cross block 10, the fixed wire 30 The connecting ring 31 is formed at both ends of the) to fix the ground through the anchor bolt 32 through the connecting ring 31.

따라서 고정와이어(30)는 십자블럭(10)의 이탈을 방지하는 역할을 한다.Accordingly, the fixing wire 30 serves to prevent the cross block 10 from being separated.

티형블럭(20)은 단면이 T형으로 ㅓ형태로 설치되되, 일체로 형성된 옹벽지지 부(21)와 수직차단부(23)의 옹벽반대편 벽면에 수평날개부(22)를 형성하고, 수평날개부(22)는 지중에 묻히게 되는 부분으로 티형블럭(20)이 견고하게 지중에 묻혀 있도록 한다.The tee block 20 is formed in a T-shape in cross section, and forms a horizontal wing portion 22 on the opposite wall of the retaining wall of the retaining wall support portion 21 and the vertical blocking portion 23 formed integrally, and the horizontal wing. Part 22 is a part to be buried in the ground so that the tee-shaped block 20 is firmly buried in the ground.

수직차단부(23)에는 십자블럭과 마찬가지로 우수배수홀(24)이 형성되고, 우수배수홀(24)에 사각섬유마대(16)가 삽입되어 고정된다.Similar to the cross block, the vertical blocking portion 23 is formed with a rainwater drainage hole 24, and the square fiber sacks 16 are inserted into and fixed to the rainwater drainage hole 24.

티형블럭(20)은 옹벽(1)의 상단에 설치되어 최종적으로 비탈면의 토사흐름을 막아주어 하천이나 도로로 유입되는 것을 최종적으로 막아준다.The tee block 20 is installed on the top of the retaining wall 1 to finally prevent the soil flow of the slope surface to finally prevent the flow into the river or road.

본 발명의 건축물 경사면 보호구조는 비탈면(3)에 십자블럭(10)과 티형블럭(20)의 하부가 매설되어 고정되고, 십자블럭이나 티형블럭의 수직차단부(14)(23)만이 비탈면(3) 외부로 노출되도록 설치된다.In the building slope protection structure of the present invention, the lower portion of the cross block 10 and the tee block 20 is embedded and fixed to the slope 3, and only the vertical blocking portions 14 and 23 of the cross block or the tee block are sloped ( 3) It is installed to be exposed to the outside.

이상과 같이 본 발명은 비탈면에 안정적으로 몸체 일부가 매설되어 설치되고, 외부로 노출된 부분에 사각섬유마대가 삽입되는 우수배수홀이 형성되어 물만 통과시키고 토사는 막아주도록 하여 비탈면의 우수를 통과시키되 토사의 유실을 방지하는 효과가 있다.As described above, the present invention stably embeds a portion of the body on the inclined surface, and the rainwater drainage hole is formed in which the square fiber sacks are inserted into the exposed portion to pass only the water and prevent the soil from passing through the slope of the slope. It is effective in preventing the loss of soil.

비탈면의 높이 방향으로 다단의 층이 형성되어 우수의 흐름에 의하여 내려오는 토사의 적은 이동거리마다 십자블럭이 설치되어 토사의 이동을 막아주므로 효율적인 토사유출 방지 효과가 있다.Since a multi-stage layer is formed in the height direction of the slope, a cross block is installed at every moving distance of the soil which comes down by the flow of rain, thereby preventing the movement of the soil.

Claims (2)

하천변이나 도로변에 설치되는 옹벽등과 같은 건축물 경사면 보호구조에 있어서, In a building slope protection structure such as a retaining wall installed on a riverside or a roadside, 단면이 십자형상으로 형성되되, 세로로 수직차단부(14)가 형성되고, 수직차단부(14)의 양측면으로 수평날개부(13)가 형성되며, 수직차단부(14)에 수평으로 사각형의 우수배수홀(15)이 형성되고, 우수배수홀(15)에 사각섬유마대(16)가 삽입되어 고정되며, 수직차단부(14)의 하부에 와이어지지부(11)가 일체로 형성되고, 와이어지지부(11)의 양측에 와이어관통홀(12)이 형성되는 십자블럭(10);The cross section is formed in a cross shape, a vertical cutout portion 14 is formed vertically, horizontal wings 13 are formed on both sides of the vertical cutout portion 14, and the vertical cutoff portion 14 is horizontally square Rainwater drainage hole 15 is formed, the square fiber stem 16 is inserted and fixed in the rainwater drainage hole 15, the wire support portion 11 is integrally formed in the lower portion of the vertical cutoff portion 14, the wire A cross block 10 having wire through holes 12 formed at both sides of the support part 11; 단면이 T형으로 형성되되, ㅓ형태로 뉘어서 설치되고, 일체로 형성된 옹벽지지부(21)와 수직차단부(23)의 옹벽반대편 벽면에 수평날개부(22)를 형성하며, 수직차단부(23)에 우수배수홀(24)이 형성되고, 우수배수홀(24)에 사각섬유마대(16)가 삽입 고정되며, 옹벽(1)의 상단부에 설치되는 티형블럭(20);The cross section is formed in a T-shape, it is divided and installed in a 설치 shape, to form a horizontal wing portion 22 on the opposite wall of the retaining wall support portion 21 and the vertical blocking portion 23 formed integrally, vertical blocking portion 23 A rainwater drainage hole 24 is formed in the drainage hole, and a square fiber hemp 16 is inserted into and fixed in the rainwater drainage hole 24, and the tee-shaped block 20 is installed at the upper end of the retaining wall 1; 여러개의 십자블럭(10)의 와이어관통홀(12)에 동시에 삽입 관통하고, 양단에 연결고리(31)를 형성하여 연결고리(31)에 앵커볼트(32)를 관통시켜 지중에 고정하는 고정와이어(30);로 구성되는 것을 특징으로 하는 건축물 경사면 보호구조.Fixed wire for penetrating through the wire through hole 12 of several cross blocks 10 at the same time, and forming a connecting ring 31 at both ends to penetrate the anchor bolt 32 through the connecting ring 31 to be fixed in the ground (30); building slope protection structure, characterized in that consisting of. 제 1 항에 있어서, The method of claim 1, 사각섬유마대(16)는 상기 우수배수홀(15)(24)과 같은 크기로 형성되어 우수배수홀(15)에 삽입되고, 사각박스형태로 제조하여 그 내부에 천조각이나 부직포 등 의 섬유를 채워 제작하는 것을 특징으로 하는 건축물 경사면 보호구조.The square fiber hemp 16 is formed in the same size as the rainwater drainage holes 15 and 24 and inserted into the rainwater drainage hole 15, and manufactured in the form of a rectangular box to form fibers such as cloth pieces or nonwoven fabrics therein. Building slope protection structure, characterized in that the production.
KR1020050095177A 2005-10-10 2005-10-10 Protection structure of slope of building KR100545663B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100600799B1 (en) * 2006-04-04 2006-07-19 (주)도심엔지니어링 종합건축사사무소 Structure of preventing landslide of slope

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100600799B1 (en) * 2006-04-04 2006-07-19 (주)도심엔지니어링 종합건축사사무소 Structure of preventing landslide of slope

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