KR101063987B1 - The method of wall for natural stone plat - Google Patents

The method of wall for natural stone plat Download PDF

Info

Publication number
KR101063987B1
KR101063987B1 KR1020110003055A KR20110003055A KR101063987B1 KR 101063987 B1 KR101063987 B1 KR 101063987B1 KR 1020110003055 A KR1020110003055 A KR 1020110003055A KR 20110003055 A KR20110003055 A KR 20110003055A KR 101063987 B1 KR101063987 B1 KR 101063987B1
Authority
KR
South Korea
Prior art keywords
shaped steel
natural stone
fill
wall
stone plate
Prior art date
Application number
KR1020110003055A
Other languages
Korean (ko)
Inventor
조문선
Original Assignee
조문선
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 조문선 filed Critical 조문선
Priority to KR1020110003055A priority Critical patent/KR101063987B1/en
Application granted granted Critical
Publication of KR101063987B1 publication Critical patent/KR101063987B1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • 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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/24—Prefabricated piles
    • E02D5/28—Prefabricated piles made of steel or other metals
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0075—Textiles
    • E02D2300/0076—Textiles non-woven
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0084—Geogrids

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

본 발명은 상기와 같은 종래의 문제점을 해결하기 위하여 안출한 것으로
실시설계에 따라서 절토부에서 일정거리 이격시켜 자연석재판(40)으로 형성되는 석벽의 설치위치에 콘크리트 기초를 형성하고, 상기 콘크리트 기초에 일정간격으로 자연석재를 장착하기 위한 L형강이 구비된 H형강(20)을 앙카볼트에 의거 수직으로 기립하여 세우고, 상기 H형강(20)의 전면표면에 L형강(30)을 자연석재판(40)의 높이에 따라 일정간격으로 장착하여 상하(上下)의 L형강(30)의 사이에 자연석재판(40)을 장착하여 형성되는 석벽은 탈락의 위험과 배부름현상을 최대한 저감시키고, 그 표면이 미려한 석벽을 형성하기 위하여,
절토부와 상기 H형강(20)사이에 성토를 시공하기에 앞서, 성토지면의 밑바닥에 그리드를 깔고 상기 그리드 상에 막자갈과 토사 등으로 성토를 하되, 30내지 50㎝높이 마다 그리드를 ㄷ자형태로 접어서 쏘일 콤팩터 또는 진동로러 등의 다짐기계(미도시)로 다짐을 한면서 성토와 다짐을 연속적으로 시공한다. 또한 성토부와 상기 H형강(20)과의 사이에는 간격부를 5내지 20㎝로 유지 하여 상기 간격부에는 벽체 배수판을 삽입하므로 성토부에서 발생하는 우수나 생수가 배출되는 배수통로를 형성하여 배수를 원활히 하여 성토부가 안정되도록 한다.The present invention has been made to solve the conventional problems as described above
H-shaped steel provided with L-shaped steel for forming a concrete foundation at the installation position of the stone wall formed by the natural stone plate 40 by a predetermined distance from the cut part according to the embodiment design, and mounting the natural stone at a predetermined interval on the concrete foundation. (20) is erected vertically based on the anchor bolt, and the L-shaped steel 30 is mounted on the front surface of the H-shaped steel 20 at regular intervals in accordance with the height of the natural stone plate 40, the upper and lower (L) The stone wall formed by mounting the natural stone plate 40 between the section steel 30 in order to reduce the risk of falling off and full load phenomenon, to form a beautiful stone wall,
Prior to constructing the fill between the cut section and the H-beam 20, lay a grid on the bottom of the ground and fill it with mortar and soil on the grid, and form a grid every 30 to 50 cm in height. Fold it and compact it with a compaction machine (not shown) such as a compactor or a vibrating roller. In addition, between the fill section and the H-shaped steel 20 to maintain a gap portion 5 to 20 ㎝ to insert a wall drainage plate in the gap portion to form a drainage passage for drainage or drainage water generated in the fill section to discharge the drainage Make the fill part stable by smoothly.

Description

자연석재판으로 형성된 석벽의 시공방법{the Method of Wall for Natural Stone Plat}Construction method of stone wall formed of natural stone plate

성토지(盛土地) 또는 절개지의 옹벽축조시 사용되는 석벽에 있어서, 전면부에는 자연석재판(40)을 안전하고도 견고하게 장착할 수 있도록 함과 동시에 시공 후 접착력의 저하로 인하여 전면부의 장식판재가 분리되거나 깨지지 않도록 한 석벽을 형성하기 위하여 콘크리트 기초위에 일정간격으로 H형강(20)을 세우고, 상기 H형강(20)의 전면부에 L형강(30)을 일정간격으로 장착하여 상하(上下)In the stone wall used in the construction of retaining wall of land or incision, it is possible to install the natural stone plate 40 on the front part safely and firmly, and at the same time, the decorative plate material of the front part due to the deterioration of adhesive strength after construction In order to form a stone wall that is not separated or broken, the H-shaped steel 20 is erected on the concrete foundation at regular intervals, and the L-shaped steel 30 is mounted on the front surface of the H-shaped steel 20 at regular intervals.

L형강(30)의 사이에 자연석재판(40)을 장착하여 형성되는 석벽에 관한 것이다.It relates to a stone wall formed by mounting the natural stone plate 40 between the L-shaped steel (30).

성토지나 절개지면에 설치되는 옹벽(擁壁)은 흙이 토압(土壓)으로 인하여 무너지거나 흘러내리지 않도록 만든 벽체(壁體)를 일컫는 것으로, 지표지반의 안정된 경사를 형성하는데, 보다 가파른 경사도로 하였을 경우 지반붕괴를 방지하기 위하여 축조되는 옹벽구조물에 관한 것이다.
A retaining wall installed on a fill land or incision surface refers to a wall that prevents soil from collapsing or flowing down due to earth pressure. It forms a stable slope of the ground surface. If it relates to a retaining wall structure that is constructed to prevent ground collapse.

최근에는 성토지면이나 절개지면을 따라 다수의 옹벽블럭을 종방향 및 횡방향으로 적층하여 쌓은 다음 그 배면에 잡석 등을 채우는 방식으로 축조하는 옹벽시공기술이 제안되었다.Recently, a retaining wall construction technique has been proposed in which a plurality of retaining wall blocks are stacked in a longitudinal direction and a transverse direction along a fill surface or an incision surface, and then constructed by filling rubble or the like on the back surface thereof.

그러나, 이와 같은 종래 옹벽블럭을 이용해 축조된 옹벽 역시 그 전체가 콘크리트로 이루어지기 때문에 외관이 미려하지 못하고, 배부름현상이 발생하는 문제가 있다.      However, the retaining wall constructed by using the conventional retaining wall block also has a problem in that the appearance is not beautiful because the whole is made of concrete, and a full stomach phenomenon occurs.

이에 따라 본 발명자는 최근 전면자연석이 부착된 옹벽블럭을 특허출원 제2008-0131833호로 제안하였다.   Accordingly, the present inventors have recently proposed a retaining wall block to which a front natural stone is attached as a patent application No. 2008-0131833.

상기 특허출원 제2008-0131833호의 선행기술은 옹벽블럭 본체의 전면에 별도의 걸림편을 끼워 결합하고, 그 전면에 장식판재를 장착시키는 것으로 기존의 옹벽블럭에 비하여 진일보된 기술이나, 옹벽블럭을 사용하기 때문에 무게가 무거워 취급이 불편하고, 시공성이 불량하다는 문제가 있다.     The prior art of the patent application No. 2008-0131833 is combined with a separate locking piece on the front of the retaining wall block body, and mounting a decorative plate on the front surface, using an advanced technology or retaining wall block compared to the existing retaining wall block Therefore, there is a problem in that the weight is heavy, the handling is inconvenient, and the workability is poor.

본 발명은 상기와 같은 종래의 문제점을 해결하기 위하여 안출한 것으로 The present invention has been made to solve the conventional problems as described above

실시설계에 따라서 절토부에서 일정거리 이격시켜 자연석재판(40)으로 형성되는 석벽의 설치위치에 콘크리트 기초를 형성하고, 상기 콘크리트 기초에 일정간격으로 자연석재판을 장착하기 위한 L형강이 구비된 H형강(20)을 앙카볼트에 의거 수직으로 기립하여 세우고, 상기 H형강(20)의 전면부에 L형강(30)을 자연석재판(40)의 높이에 따라 일정간격으로 장착하여 상하(上下)의 L형강(30)의 사이에 자연석재판(40)을 장착하여 형성되는 석벽은 탈락의 위험과 배부름현상을 최대한 저감시키고, 그 표면이 미려한 석벽을 형성하기 위하여,H-shaped steel provided with L-shaped steel for forming a concrete foundation at the installation position of the stone wall formed by the natural stone plate 40 by a predetermined distance from the cut portion according to the implementation design, and mounting the natural stone plate at a predetermined interval on the concrete foundation. 20 is erected and erected vertically based on the anchor bolt, and the L-shaped steel 30 is mounted on the front surface of the H-shaped steel 20 at regular intervals according to the height of the natural stone plate 40 so that the upper and lower L The stone wall formed by mounting the natural stone plate 40 between the section steel 30 in order to reduce the risk of falling off and full load phenomenon, to form a beautiful stone wall,

절토부와 상기 H형강(20)사이에 성토를 시공하기에 앞서, 성토지면의 밑바닥에 그리드를 깔고 상기 그리드 상에 막자갈과 토사로 성토를 하되, 30내지 50㎝높이 마다 그리드를 ㄷ자형태로 접어서 쏘일 콤팩터와 같은 다짐기계(미도시)로 다짐을 한다, 성토부와 상기 H형강(20)의 사이에 배수부를 형성하여 5 내지 20㎝의간격부를 유지 하여 상기 배수부에는 벽체 배수판을 삽입하므로 성토부에서 발생하는 우수나 생수가 배출되는 배수통로를 형성하여 배수를 원활히 한다.Prior to constructing the fill between the cut section and the H-beam 20, lay a grid on the bottom of the fill surface and fill it with mortar and soil on the grid, and fold the grid in a C shape every 30 to 50 cm. The compaction machine (not shown) such as a compactor is compacted to form a drainage portion between the fill portion and the H-shaped steel 20 to maintain a gap of 5 to 20 cm so that the wall drainage plate is inserted into the drainage portion. Water drainage from the fill area is formed to drain the drainage to facilitate the drainage.

절토부를 보호 하기 위하여 종래에는 콘크리트옹벽을 시공 하였으나, 본 발명은 절토부에 시공하던 콘크리트옹벽을 자연석재판(40)으로 구성되는 석벽으로 대체하므로서 그 시공이 간편하여 그 시공 능율이 뛰어난 효과가 있다, Conventionally, concrete retaining walls were constructed to protect the cuts, but the present invention replaces the concrete retaining walls, which were constructed at the cuts, with the stone walls composed of the natural stone plate 40, so that the construction is simple, and the construction efficiency is excellent.

또한 자연 친화적인 자연석벽을 형성하므로 외관이 미려한 장점이 있다.In addition, it has a natural appearance because it forms a natural natural stone wall.

또한 콘크리트옹벽을 자연석판재로 대체하므로서 운반비용이 절감되어 그 시공 경제성이 향상되는 효과가 있다In addition, by replacing the concrete retaining wall with natural slabs, the transportation cost is reduced, and the construction economic efficiency is improved.

또한 상기 H형강(20)의 전면부에 L형강(30)을 설치하여 자연석재판(40)의 높이에 따라 일정간격으로 장착하여 상하(上下)의 L형강(30)의 사이에 자연석재판(40)을 장착하여 형성되는 석벽을 구성하는 자연석재판이 탈락 될 위험과 배부름 현상을 최대한 저감시키는 효과가 있다.In addition, by installing the L-shaped steel 30 in the front portion of the H-shaped steel 20 and mounted at regular intervals according to the height of the natural stone plate 40, the natural stone plate 40 between the upper and lower (L) steel (30) ), It is effective to reduce the risk of falling of the natural stone plate constituting the stone wall formed by mounting) and full load phenomenon.

도 1는 본 발명에 따른 자연석재판(40)에 의한 석벽의 시공 종단면도1 is a longitudinal cross-sectional view of the construction of the stone wall by the natural stone plate 40 according to the present invention

본 발명의 특징 및 이점들은 첨부도면에 의거한 다음의 상세한 설명으로 더욱 명백해질 것이다. 이에 앞서, 본 명세서 및 청구범위에 사용된 용어나 단어는 발명자가 그 자신의 발명을 가장 최선의 방법으로 설명하기 위해 용어의 개념을 적절하게 정의할 수 있다는 원칙에 입각하여 본 발명의 기술적 사상에 부합하는 의미와 개념으로 해석되어야만 한다. The features and advantages of the present invention will become more apparent from the following detailed description based on the accompanying drawings. Prior to this, the terms or words used in the present specification and claims are defined in the technical spirit of the present invention on the basis of the principle that the inventor can appropriately define the concept of the term in order to explain his invention in the best way. It must be interpreted to mean meanings and concepts.

이하, 본 발명의 바람직한 실시예인 도 1 에 따른 자연석벽 구조를 도면을 참조하여 상세히 설명하기로 한다.Hereinafter, the natural stone wall structure according to FIG. 1 which is a preferred embodiment of the present invention will be described in detail with reference to the drawings.

도 1은 본 발명에 따른 자연석재판(40)에 의한 석벽의 종단면도이다 1 is a longitudinal sectional view of a stone wall by the natural stone plate 40 according to the present invention

자연석재판(40)으로 구성되는 석벽은 실시설계에서 정해지는 설치위치에서 절개지를 따라 일정 거리를 두고 기초(10)를 형성하기 위하여 기초지면(11)에 설치되는 콘크리트기초(12), 상기 콘크리트기초(12)의 수평 면을 따라 일정간격으로 설치되며, H형강(20)의 최하단에 용접고정되는 기초판(미도시)에 구비되는 앙카볼트(미도시)에 의거 수직으로 기립된 상태로 설치되는 다수개의 H형강(20),The stone wall composed of the natural stone plate 40 is the concrete foundation 12, which is installed on the foundation surface 11 to form the foundation 10 at a predetermined distance along the incision at the installation position determined in the embodiment design, the concrete foundation It is installed at regular intervals along the horizontal plane of (12), and is installed in a vertically standing state based on the anchor bolt (not shown) provided on the base plate (not shown) welded to the bottom of the H-shaped steel (20) Multiple H-beams 20,

상기 H형강(20)의 전면부(23)에 L형강(30)을 장착하기 위하여 상하로 일정한 간격으로 형성되는 나사공(미도시)과 L형강(30)의 수직부(37)에 구비된 In order to mount the L-shaped steel 30 to the front portion 23 of the H-shaped steel 20 is provided in the vertical hole (37) of the screw hole (not shown) and the L-shaped steel 30 formed at regular intervals up and down

나사공(32)을 일치하도록 관통하여 결합하는 체결나사(31), 상기 체결나사(31)에 의거 상기 H형강(20)의 전면부(23)에 장착되는 L형강(30), A fastening screw 31 penetrating and matching the screw hole 32 to match, an L-shaped steel 30 mounted to the front portion 23 of the H-shaped steel 20 based on the fastening screw 31,

상기 L형강(30)의 수평부(38)에 구비된 장착공(39)을 관통하여 장착되는 자연석재판 장착볼트(35), 상기 자연석재판 장착볼트(35)에 의거 좌측면상에 장착공(49)이 구비된 장착편(41)과 완충패드(43)의 장착공(49)을 관통하여 장착되는 장착편(41)과 완충패드(43), 상기 장착편(41)과 완충패드(43)의 상하간(上下間)에 장착 되는 자연석재판(40), 상기 자연석재판(40)이 상기 L형강(30)의 상하 또는 좌우공간부에 연속적으로 견고하게 설치되어 석벽을 이루어지게 된다.The natural stone plate mounting bolt 35 mounted through the mounting hole 39 provided in the horizontal portion 38 of the L-shaped steel 30 and the mounting hole 49 on the left side based on the natural stone plate mounting bolt 35. The mounting piece 41 and the buffer pad 43, the mounting piece 41 and the buffer pad 43 to be mounted through the mounting piece 41 and the mounting hole 49 of the shock absorbing pad 43 is provided. Natural stone plate 40, the natural stone plate 40 is mounted on the upper and lower sides of the upper and lower or left and right spaces of the L-shaped steel (30) continuously and firmly installed to form a stone wall.

또한 상기 H형강(20)의 후면부(52)에 성토부(60)를 형성함에 앞서, 지오그리드(53)를 성토부(60)기초에 깔고 약 20 내지 40㎝ 높이로 성토와 다짐을 하고, 상기 지오그리드(53)는 성토부(60)의 끝단부가 ㄷ자 형태를 형성하면서 연속적으로 성토와 다짐시공을 하되, 상기 성토부(60)는 쏘일 콤팩터 또는 진동로러의 다짐기계(미도시)에 의거 성토와 다짐시공한다.In addition, prior to forming the fill portion 60 on the rear portion 52 of the H-beam 20, the geogrid 53 is laid on the fill portion 60 base, and compacted with the fill to about 20 to 40 cm high, and Geogrid 53, while the end portion of the fill portion 60 is formed in the form of a C-shape to be continuous filling and compacting construction, the fill portion 60 is based on compaction machine (not shown) of the compactor or vibration roller to be shot Pledge with.

또한 상기 H형강(20)의 후면부(52)와 성토부(60)의 사이에 일정 간격을 형성하여 상기 H형강(20)과 성토부(60)가 완전히 분리되는 배수부(50), 상기 배수부(50)에는 벽체배수판(51)을 삽입시공하여 배수가 원활히 되도록 하므로서 성토부(60)에 스며든 수분을 배출한다. In addition, a predetermined interval is formed between the rear portion 52 and the fill portion 60 of the H-shaped steel 20, the drain portion 50 is completely separated from the H-shaped steel 20 and the fill portion 60, the drainage The portion 50 is inserted into the wall drainage plate 51 to discharge the water soaked into the fill portion 60 to facilitate the drainage.

또한 상기 성토부(60)와 배수부(50)의 사이에는 버팀고리(58)가 구비된 그린스틸(52)을 설치하고, 계속해서 부직포(57)를 상기 그린스틸(52)의 내측에 설치하여 성토부(60)로 부터 토사의 유출을 제한한다.In addition, a green steel 52 having a brace ring 58 is installed between the fill portion 60 and the drain portion 50, and then a nonwoven fabric 57 is installed inside the green steel 52. By limiting the outflow of soil from the fill portion (60).

자연석재판(40)으로 형성된 석벽의 시공방법을 살펴보면, Looking at the construction method of the stone wall formed of the natural stone plate 40,

본 발명은 자연석재판(40)으로 구성되는 석벽은 실시설계에 따라서 정해지는 설치위치에서 절개지를 따라 일정 거리 두고 기초(10)를 형성하기 위하여 설치되는 콘크리트기초(12), 상기 콘크리트기초(12)에 일정간격으로 매설되는 H형강(20)의 최하단에 용접고정되는 기초판(미도시)과 앙카볼트(미도시)에 의거 다수개의 H형강(20)을 일정 간격으로 설치하고 상기 앙카볼트(미도시)부위에 보강콘크리트를 시공하는 제1단계;According to the present invention, the stone wall composed of the natural stone plate 40 is a concrete foundation 12, which is installed to form a foundation 10 at a predetermined distance along the incision at an installation position determined according to the implementation design, the concrete foundation 12. The base plate (not shown) and the anchor bolt (not shown) are fixed to the lower end of the H-shaped steel 20, which is buried at regular intervals in a plurality of H-shaped steel 20 is installed at regular intervals and the anchor bolt C) a first step of constructing reinforcement concrete on the site;

상기 H형강(20)의 전면부(23)에 L형강(30)을 장착하기 위하여 상하로 일정하게 형성되는 통공(미도시)이 L형강(30)의 수직부(37)에 구비된 통공(28)과 일치하게 관통하여 체결하는 체결나사(31), 상기 체결나사(31)는 L형강(30)에 구비된 나사공(32)과 일치된 H형강(20)에 구비된 나사공(미도시)을 관통하여 상기 H형강(20)의 전면부(23)에 L형강(30)을 장착하는 제 2단계;A through hole (not shown) is formed in the vertical portion 37 of the L-shaped steel 30 to be uniformly formed up and down in order to mount the L-shaped steel 30 on the front portion 23 of the H-shaped steel 20 ( 28, the fastening screw 31 through which the fastening screw 31, the fastening screw 31 is a screw hole provided in the H-shaped steel 20 coincided with the screw hole 32 provided in the L-shaped steel (not shown) A second step of attaching the L-shaped steel 30 to the front portion 23 of the H-shaped steel 20 through the back);

상기 L형강(30)의 수평부(38)에 구비된 장착공(39)을 관통하는 자연석재판 장착볼트(35), 상기 자연석재판 장착볼트(35)에 의거 좌측면에 형성되는 장착공(49)을 관통하여 상기 L형강(30) 수평부(38)의 상부측에 장착되는 장착편(41)과 완충패드(43), 상기 장착편(41)과 완충패드(43)가 장착됨에 따라 상기 장착편(41)과 완충패드(43)의 상하간(上下間)에 장착되는 자연석재판(40), 상기 자연석재판(40)이 상기 L형강(30)의 좌우와 상하간에 연속적으로 설치하고, 상하의 자연석재판(40)의 상하연결부에 실리콘(45)으로 마감처리 하여 석벽을 이루는 제 3단계;   Mounting hole (49) formed on the left side based on the natural stone plate mounting bolt 35 and the natural stone plate mounting bolt 35 passing through the mounting hole 39 provided in the horizontal portion 38 of the L-shaped steel (30) As the mounting piece 41 and the shock absorbing pad 43 and the mounting piece 41 and the shock absorbing pad 43 are mounted on the upper side of the horizontal section 38 of the L-shaped steel 30, The natural stone plate 40 and the natural stone plate 40 mounted on the upper and lower sides of the mounting piece 41 and the shock absorbing pad 43 are continuously installed between the left and right sides of the L-shaped steel 30 and up and down, A third step of forming a stone wall by finishing the upper and lower connections of the upper and lower natural stone plates 40 with silicon 45;

성토부(60)에 성토를 함에 앞서, 지오그리드(53)를 기초바닥에 깔고 20내지 30㎝ 높이로 성토와 다짐을 하여 상기 지오그리드(53)를 ㄷ자형태로 수직부(55)와 수평부 (56)를 형성하면서, 상기 지오그리드(53)와 성토부(60)사이에는 버팀고리(58)가 구비된 그린스틸(52)과 부직포(57)를 삽입하여 성토부(60)에서 토사의 유출을 제한하고, 상기 성토부(60)는 쏘일 콤팩터 또는 진동로러의 다짐기계(미도시)로 다짐을 하면서 성토와 다짐시공하는 제 4단계;Prior to filling in the fill section 60, the geogrid 53 is laid on the foundation floor, and the soil is compacted with the fillet at a height of 20 to 30 cm, thereby forming the geogrid 53 in a U-shaped vertical section 55 and the horizontal section 56. While forming a), between the geogrid 53 and the fill portion 60 is inserted into the green steel 52 and the non-woven fabric 57 provided with a brace ring 58 to limit the outflow of soil from the fill portion 60 And, the fill portion 60 is the fourth step of compacting and filling the soil while compacting with a compacting machine (not shown) of the compactor or vibration roller;

상기 H형강(20)의 후면부(52)와 성토부(60)의 사이에 일정 간격을 형성하여 상기 H형강(20)과 성토부(60)가 완전히 분리되는 상기 배수부(50), 상기 배수부(50)에는 빗물이 흐르는 공간부가 형성된 벽체 배수판(51)을 삽입시공하여 빗물로 인한 성토부(60)의 세굴을 방지하는 제5단계;로 이루어지는 자연석재판으로 형성된 석벽의 시공방법이 제공된다.The drainage portion 50 is formed between the rear portion 52 and the fill portion 60 of the H-shaped steel 20 to completely separate the H-shaped steel 20 and the fill portion 60, the drainage. The part 50 is provided with a method of constructing a stone wall formed of a natural stone plate consisting of; a fifth step of preventing the scour of the fill portion 60 due to rain water by inserting the wall drain plate 51 formed with a space portion through which rain water flows. .

10 ; 기초 12 ; 콘크리트 기초 20 ; H형강 23 ; 전면부 30 ; L형강
31 ; 체결나사 32 ; 나사공 35 ; 장착볼트 37 ; 수직부 38 ; 수평부
39 ; 장착공 40 ; 자연석재판 41 ; 장착편 43 ; 완충재 45 ;실리콘
49 ; 장착공 50 ; 배수부 51 ; 벽체 배구판 52 ; 후면부
53 ; 지오 그리드 55 ; 그린 스틸 58 ; 버팀고리 60 ; 성토부10; Base 12; Concrete foundation 20; H-shaped steel 23; Front part 30; L section steel
31; Tightening screw 32; Screw hole 35; Mounting bolt 37; Vertical section 38; Horizontal section
39; Mounting hole 40; Natural stone plates 41; Mounting piece 43; Shock Absorbing Material 45; Silicon
49; Mounting hole 50; Drain 51; Wall volleyball plate 52; Rear part
53; Geogrid 55; Green steel 58; Brace 60; Fill

Claims (3)

본 발명은 자연석재판(40)으로 구성되는 석벽은 실시설계에 따라서 정해지는 설치위치에서 절개지를 따라 일정 거리 두고 기초(10)를 형성하기 위하여 설치되는 콘크리트기초(12), 상기 콘크리트기초(12)에 일정간격으로 매설되는 H형강(20)의 최하단에 용접고정되는 기초판(미도시)과 앙카볼트(미도시)에 의거 다수개의 H형강(20)을 일정 간격으로 설치하고 상기 앙카볼트(미도시)부위에 보강콘크리트를 시공하는 제1단계;
상기 H형강(20)의 전면부(23)에 L형강(30)을 장착하기 위하여 상하로 일정하게 형성되는 통공(미도시)이 L형강(30)의 수직부(37)에 구비된 통공(28)과 일치하게 관통하여 체결하는 체결나사(31), 상기 체결나사(31)는 L형강(30)에 구비된 나사공(32)과 일치된 H형강(20)에 구비된 나사공(미도시)을 관통하여 상기 H형강(20)의 전면부(23)에 L형강(30)을 장착하는 제 2단계;
상기 L형강(30)의 수평부(38)에 구비된 장착공(39)을 관통하는 자연석재판 장착볼트(35), 상기 자연석재판 장착볼트(35)에 의거 좌측면에 형성되는 장착공(49)을 관통하여 상기 L형강(30) 수평부(38)의 상부측에 장착되는 장착편(41)과 완충패드(43),
상기 장착편(41)과 완충패드(43)가 장착됨에 따라 상기 장착편(41)과 완충패드(43)의 상하간(上下間)에 장착되는 자연석재판(40), 상기 자연석재판(40)이 상기 L형강(30)의 좌우와 상하간에 연속적으로 설치하고, 상하의 자연석재판(40)의 상하연결부에 실리콘(45)으로 마감처리 하여 석벽을 이루는 제 3단계;
성토부(60)에 성토를 함에 앞서, 지오그리드(53)를 기초바닥에 깔고 약 20내지 40㎝ 높이로 성토와 다짐을 하여 상기 지오그리드(53)를 ㄷ자형태를 형성하면서, 상기 지오그리드(53)와 성토부(60)사이에는 버팀고리(58)가 구비된 그린스틸(52)과 부직포(57)를 삽입하여 성토부(60)에서 토사의 유출을 제한하고, 상기 성토부(60)는 쏘일 콤팩터 또는 진동로러의 다짐기계(미도시)로 다짐을 하면서 성토와 다짐시공하는 제 4단계;
상기 H형강(20)의 후면부(52)와 성토부(60)의 사이에 일정 간격을 형성하여 상기 H형강(20)과 성토부(60)가 완전히 분리되는 배수부(50), 상기 배수부(50)에는 빗물이 흐르는 공간부가 형성된 벽체 배수판(51)을 삽입시공하여 빗물로 인한 성토부(60)의 세굴을 방지하는 제5단계;로 이루어지는 자연석재판으로 형성된 석벽의 시공방법.According to the present invention, the stone wall composed of the natural stone plate 40 is a concrete foundation 12, which is installed to form a foundation 10 at a predetermined distance along the incision at an installation position determined according to the implementation design, the concrete foundation 12. The base plate (not shown) and the anchor bolt (not shown) are fixed to the lower end of the H-shaped steel 20, which is buried at regular intervals in a plurality of H-shaped steel 20 is installed at regular intervals and the anchor bolt C) a first step of constructing reinforcement concrete on the site;
A through hole (not shown) is formed in the vertical portion 37 of the L-shaped steel 30 to be uniformly formed up and down in order to mount the L-shaped steel 30 on the front portion 23 of the H-shaped steel 20 ( 28, the fastening screw 31 through which the fastening screw 31, the fastening screw 31 is a screw hole provided in the H-shaped steel 20 coincided with the screw hole 32 provided in the L-shaped steel (not shown) A second step of attaching the L-shaped steel 30 to the front portion 23 of the H-shaped steel 20 through the back);
Mounting hole (49) formed on the left side based on the natural stone plate mounting bolt 35 and the natural stone plate mounting bolt 35 passing through the mounting hole 39 provided in the horizontal portion 38 of the L-shaped steel (30) The mounting piece 41 and the buffer pad 43 mounted on the upper side of the horizontal section 38 of the L-shaped steel 30 through
As the mounting piece 41 and the buffer pad 43 are mounted, the natural stone plate 40 and the natural stone plate 40 mounted on the upper and lower sides of the mounting piece 41 and the buffer pad 43. A third step of continuously installing the left and right sides of the L-shaped steel 30 and finishing the silicon wall 45 at the upper and lower connecting portions of the upper and lower natural stone plates 40 to form a stone wall;
Prior to filling the fill section 60, the geogrid 53 is laid on the foundation floor, and the soil is compacted with the soil at a height of about 20 to 40 cm, thereby forming the geogrid 53 with a c-shape. Inserting the green steel 52 and the non-woven fabric 57 is provided with a brace ring 58 between the filling portion 60 to limit the outflow of soil from the filling portion 60, the fill portion 60 is a soy comb A fourth step of compaction and compaction while compacting with a compaction machine (not shown) of a factor or vibration roller;
A drainage portion 50 is formed between the rear portion 52 and the fill portion 60 of the H-shaped steel 20 to completely separate the H-shaped steel 20 and the fill portion 60, and the drain portion. The method of constructing a stone wall formed of a natural stone plate consisting of; (50) the fifth step of preventing the scour of the fill portion 60 due to the rain by inserting the wall drain plate 51 formed with a space portion through which rain water flows. 삭제delete 삭제delete
KR1020110003055A 2011-01-12 2011-01-12 The method of wall for natural stone plat KR101063987B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020110003055A KR101063987B1 (en) 2011-01-12 2011-01-12 The method of wall for natural stone plat

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020110003055A KR101063987B1 (en) 2011-01-12 2011-01-12 The method of wall for natural stone plat

Publications (1)

Publication Number Publication Date
KR101063987B1 true KR101063987B1 (en) 2011-09-08

Family

ID=44957215

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020110003055A KR101063987B1 (en) 2011-01-12 2011-01-12 The method of wall for natural stone plat

Country Status (1)

Country Link
KR (1) KR101063987B1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704636A (en) * 2012-06-15 2012-10-03 北京港源建筑装饰工程有限公司 Indoor antique glass fiber reinforced cement (GRC) combined column and antique colored drawing beam decoration system and construction method thereof
KR101233095B1 (en) 2012-08-31 2013-02-14 정길수 Impoved retaining wall structure and construction method thereof
KR102282069B1 (en) * 2020-11-26 2021-07-27 주식회사 청광개발 Natural stone retaining wall structure with drainage function
KR102513898B1 (en) * 2022-10-19 2023-03-23 이제호 the wave dissipating block for overflowing waves Reduction

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005155310A (en) * 2003-10-28 2005-06-16 Joji Yamashita Retaining-wall building material

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005155310A (en) * 2003-10-28 2005-06-16 Joji Yamashita Retaining-wall building material

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704636A (en) * 2012-06-15 2012-10-03 北京港源建筑装饰工程有限公司 Indoor antique glass fiber reinforced cement (GRC) combined column and antique colored drawing beam decoration system and construction method thereof
CN102704636B (en) * 2012-06-15 2014-02-26 北京港源建筑装饰工程有限公司 Indoor antique glass fiber reinforced cement (GRC) combined column and antique colored drawing beam decoration system and construction method thereof
KR101233095B1 (en) 2012-08-31 2013-02-14 정길수 Impoved retaining wall structure and construction method thereof
KR102282069B1 (en) * 2020-11-26 2021-07-27 주식회사 청광개발 Natural stone retaining wall structure with drainage function
KR102513898B1 (en) * 2022-10-19 2023-03-23 이제호 the wave dissipating block for overflowing waves Reduction

Similar Documents

Publication Publication Date Title
CN106522270B (en) A kind of the pile foundation barricade antidetonation retaining structure and construction method of the buffer layer containing EPS
KR101085250B1 (en) Mounting structure of decoration stone block and the mounting method
CN110042716B (en) Widening construction method for high-fill roadbed with foamed light soil
CN110258622B (en) Pile plate type retaining wall and construction method thereof
KR101063987B1 (en) The method of wall for natural stone plat
CN111005403A (en) Assembled three-dimensional reinforced earth retaining wall and construction method thereof
KR20060119274A (en) Structure raising the ground level with a landscape architecture stone and execution method thereof
KR20110031861A (en) Block for reinforcement and construction method
KR101262357B1 (en) Inclined Earth Retaining Structure Method
KR101147459B1 (en) Construction method of cutting the ground retaining wall using the pole
KR101386275B1 (en) Reformed sheet plate and the method of installation of the same
KR102490872B1 (en) Reinforced earth retaining wall and construction method using tensile force of steel rod piles
JP6240625B2 (en) Retaining wall, creation site and creation method of creation site
JP7115817B2 (en) Reinforced soil wall using large sandbags and retaining method using large sandbags
CN211547806U (en) Assembled ecological reinforced earth retaining wall and retaining wall panel thereof
CN114319437A (en) Construction method for building retaining wall structure at open-cut storey-adding vertical shaft by subsurface excavation
JP2015101938A (en) Liquefaction countermeasure structure for ground
CN211547805U (en) Reinforced retaining wall capable of improving seepage-proofing and drainage performance
JP6669435B2 (en) Construction method of dam and dam
CN210315650U (en) Anchor rod reinforced composite retaining wall
CN113756352A (en) Soft soil foundation brick moulding bed construction structure and construction method thereof
CN206346220U (en) A kind of pile foundation barricade antidetonation retaining structure of the cushion containing EPS
KR102249603B1 (en) Retaining wall construction method
KR100968518B1 (en) Construction method of reinforced green retaining wall
RU59650U1 (en) SEISMIC RESISTANT SMALL BUILDING, STRUCTURE

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20140616

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20151208

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20161024

Year of fee payment: 6

LAPS Lapse due to unpaid annual fee