KR100383124B1 - Method of Constructing Stons for Embankment - Google Patents

Method of Constructing Stons for Embankment Download PDF

Info

Publication number
KR100383124B1
KR100383124B1 KR10-2000-0071005A KR20000071005A KR100383124B1 KR 100383124 B1 KR100383124 B1 KR 100383124B1 KR 20000071005 A KR20000071005 A KR 20000071005A KR 100383124 B1 KR100383124 B1 KR 100383124B1
Authority
KR
South Korea
Prior art keywords
stone
retaining wall
wire mesh
stage
mortar layer
Prior art date
Application number
KR10-2000-0071005A
Other languages
Korean (ko)
Other versions
KR20020041207A (en
Inventor
김순섭
Original Assignee
주식회사 삼경기술용역단
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 주식회사 삼경기술용역단 filed Critical 주식회사 삼경기술용역단
Priority to KR10-2000-0071005A priority Critical patent/KR100383124B1/en
Publication of KR20020041207A publication Critical patent/KR20020041207A/en
Application granted granted Critical
Publication of KR100383124B1 publication Critical patent/KR100383124B1/en

Links

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
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/13—Geometrical or physical properties having at least a mesh portion
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0007—Production methods using a mold
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/0021—Mortar
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E02D2300/0029—Steel; Iron
    • E02D2300/0034—Steel; Iron in wire form

Landscapes

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

Abstract

호안스톤 특히, 견치석으로 축조하는 호안스톤옹벽의 축조방법이다.It is a construction method of a stony stone, especially a stony stone retaining wall constructed by a canine stone.

기초석(1)위에 1단의 견치석(2)을 거치하고 그 배면에 일정간격을 두고 와이어메쉬(4)와 석고보드 거푸집(5)1단을 세우고 시멘트몰탈층(3)을 형성한후 잡석층 (6)을 체우며, 동일한 방법으로 다음 단을 차례로 축조함을 특징으로 한다.Place one stage of scabbard (2) on the foundation stone (1), set up one stage of wire mesh (4) and gypsum board formwork (5) at regular intervals on the back, and form a cement mortar layer (3). (6) is filled in and the next step is constructed in the same way.

몰탈층(3)의 두께가 균일하고 와이어메쉬(4)가 심재로 작용하므로 옹벽의 결속력과 강도가 우수하고 뒷체움구간에 하안에서 채취한 토석이나 자갈을 활용할수 있어 경제성이 뛰어나다.Since the thickness of the mortar layer 3 is uniform and the wire mesh 4 acts as a core material, the retaining wall has excellent binding force and strength, and it is excellent in economic efficiency because it can utilize the soil or gravel collected from the bottom in the back rest area.

Description

호안스톤옹벽의 축조방법 {Method of Constructing Stons for Embankment}Construction Method of Hoan Stone Retaining Wall {Method of Constructing Stons for Embankment}

본 발명은 하천이나 호수연안의 붕괴와 침수를 방지하기 위한 호안스톤옹벽의 축조방법에 관한 것이다. 연안에 설치되는 옹벽은 전통적인 콘크리트옹벽과 블록옹벽으로 구분되는데, 전자는 견고하기는 하나 설치비용이 과다할뿐만 아니라 외관이 삭막한 반면 후자는 전자보다 견고하지는 않으나 설치비용이 저렴하고 외관이 수려하며 환경친화적이다. 따라서 근래에는 특수한 경우가 아니면 블록옹벽이 선호되고 있는 실정이다.The present invention relates to a method for constructing a revetment wall for preventing collapse and flooding of a river or lake coast. The retaining wall installed on the coast is divided into the traditional concrete retaining wall and the block retaining wall. The former is solid, but the installation cost is not only excessive but also the appearance is rough, while the latter is not as strong as the former, but the installation cost is cheap, the appearance is beautiful and the environment Friendly. Therefore, in recent years, block retaining walls are preferred unless they are special cases.

블록옹벽의 경우 시멘트로 제조되는 앵커블록이 있는데 이는 앵커블록 사이에 토목섬유를 끼워 고정하고 뒷체움 배면토구간에 고정시키는 방식이 일반적이다.In the case of a block retaining wall, there is an anchor block made of cement, which is generally fixed by inserting geosynthetic fibers between anchor blocks and fixing the rear soil section.

본 발명은 시멘트 앵커블록이 아닌 자연석재를 사용하여 축조하는 견치석옹벽으로, 석공이 마름모형으로 다듬은 견치석을 한단씩 쌓으면서 배면에 같은 높이로 시멘트몰탈과 뒷체움 잡석층을 형성하여 축조하는 방법을 개량한 것이다.The present invention is a method of building a cement mortar and a back ground rubble layer with the same height on the back while stacking the cantilever masonry, one by one, by using a natural stone instead of a cement anchor block. It is an improvement.

본 발명은 견치석으로 축조하는 스톤옹벽에 있어서 견치석배면에 뒷체움 잡석의 경계가 명확하지 않아서 견치석을 고정하고 옹벽의 강도를 결정짓는 시멘트 몰탈층의 두께가 균일하지 않게 되고 따라서 홍수에 의하여 붕괴되는 문제점을 해결하고자 하는데 기술적 과제를 두고 있다.According to the present invention, in the stone retaining wall constructed of the scapula, the boundary of the back swelling rubble is not clear on the back of the scapula, so that the thickness of the cement mortar layer which fixes the scapula and determines the strength of the retaining wall becomes uneven and thus collapses by flooding. It is trying to solve the problem.

도1은 본 발명에 의하여 축조된 스톤옹벽의 단면도1 is a cross-sectional view of a stone retaining wall constructed in accordance with the present invention

도2 (A)(B)는 본 발명의 축조공정을 나타낸 예시도Figure 2 (A) (B) is an exemplary view showing the construction process of the present invention

도3은 기존의 방법으로 축조된 블록옹벽의 단면도3 is a cross-sectional view of a block retaining wall constructed by a conventional method;

<도면의 부호에 대한 설명><Description of Symbols in Drawings>

1: 기초석 2: 견치석1: foundation stone

3: 몰탈층 4: 와이어메쉬3: mortar layer 4: wire mesh

5: 거푸집 6: 잡석층5: Formwork 6: Rubble layer

7: 배면토구간7: rear soil section

본 발명의 방법을 도면에 따라 상세히 설명한다.The method of the present invention will be described in detail with reference to the drawings.

기초석(1)위에 1단의 견치석(2)을 거치하고 그 배면에 일정간격을 두고 와이어메쉬(4)와 석고보드 거푸집(5)1단을 세우고 시멘트몰탈층(3)을 형성한후 잡석층 (6)을 체우며, 동일한 방법으로 다음 단을 차례로 축조하는 방법이다.Place one stage of scabbard (2) on the foundation stone (1), set up one stage of wire mesh (4) and gypsum board formwork (5) at regular intervals on the back, and form a cement mortar layer (3). (6) is replaced and the next step is constructed in the same way.

와이어메쉬(4)와 석고보드 거푸집(5)은 단위견치석(2)과 비등한 높이를 가지며 견치석(2)의 경사각도와 같은 기울기로 적첩 설치한다. 와이어메쉬(4)와 석고보드 거푸집(5)은 작업에 용이하도록 핀이나 클립 등의 일반적인 고정수단으로 결합된다. 석고보드 거푸집(5)의 배면에는 하상에서 채취한 토사 및 잡석으로 체워진다.The wire mesh 4 and the gypsum board formwork 5 have a height comparable to that of the unit tartar 2 and are installed in the same slope as the inclination angle of the cantilever 2. The wire mesh 4 and the gypsum board formwork 5 are combined with common fixing means such as pins or clips to facilitate work. The back of the gypsum board formwork 5 is filled with soil and rubble collected from the bottom.

견치석(2)의 하부 적소에는 도면에 도시하지은 않았으나 통상의 배수관이 시멘트 몰탈층(3)을 관통하여 잡석층(6)과 연통된다.Although not shown in the drawing, a normal drain pipe penetrates the cement mortar layer 3 and communicates with the rubble layer 6 in the lower portion of the gingiva stone 2.

본 발명은 시멘트 몰탈층(3)이 와이어메쉬(4)가 심재로 작용하므로 견고할뿐만 아니라 석고보드 거푸집(5)에 의하여 잡석층(6)과 구획되어 일정한 두께를 가지므로 견고한 잇몸에 치아가 박히듯이 견치석(2)과 일체가 되어 견고한 옹벽을 구축하게 된다.In the present invention, the cement mortar layer 3 is not only rigid because the wire mesh 4 acts as a core material, but is also partitioned from the rubble layer 6 by the gypsum board formwork 5 to have a certain thickness. As if studded with a stiff stone (2) will be built a solid retaining wall.

특히, 기존의 견치석 옹벽은 시멘트몰탈층(3)이 취약하므로 배수가 원활하지 못하거나 뒷체움 잡석층의 부하가 걸리면 붕괴의 위험이 있으므로 배수가 원활하고 서로 결속력이 우수한 일정입도의 깬자갈로 잡석층(6)을 형성하고 있는바, 깬자갈은 고가로 구입해야 하는 까닭에 시공비를 크게 상승시킨다.In particular, the conventional cantilever retaining wall is fragile because the cement mortar layer 3 is not drained smoothly or there is a risk of collapse if the load of the back litter rubble is applied. Forming the layer (6), because the granulated gravel must be purchased at a high price, greatly increases the construction cost.

본 발명의 축조공법은 시멘트 몰탈층(3)이 일정한 두께를 가지며와이어메쉬(4)의 보강력으로 견고하므로 뒷체움 잡석층에는 일정한 입도의 깬자갈 대신 콘크리트옹벽과 같이 하상에서 쉽게 체취하는 토사와 자갈로 체울수 있어 경제성이 높다.In the construction method of the present invention, since the cement mortar layer 3 has a certain thickness and is firm with the reinforcing force of the wire mesh 4, the back rubble rubble layer has soils that are easily sieved from the bottom, such as concrete retaining walls, instead of a crushed gravel of a certain particle size. It is economical because it can be filled with gravel.

Claims (1)

기초석(1)위에 1단의 견치석(2)을 거치하고 그 배면에 일정간격을 두고 와이어메쉬(4)와 석고보드 거푸집(5)1단을 세우고 시멘트몰탈층(3)을 형성한후 잡석층(6)을 체우며, 동일한 방법으로 다음 단을 차례로 축조함을 특징으로 하는 호안스톤옹벽의 축조방법.Place one stage of scabbard (2) on the foundation stone (1), set up one stage of wire mesh (4) and gypsum board formwork (5) at regular intervals on the back, and form a cement mortar layer (3). A building method of a stony stone retaining wall, characterized in that (6) is replaced, and the next step is constructed in the same manner.
KR10-2000-0071005A 2000-11-27 2000-11-27 Method of Constructing Stons for Embankment KR100383124B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR10-2000-0071005A KR100383124B1 (en) 2000-11-27 2000-11-27 Method of Constructing Stons for Embankment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR10-2000-0071005A KR100383124B1 (en) 2000-11-27 2000-11-27 Method of Constructing Stons for Embankment

Publications (2)

Publication Number Publication Date
KR20020041207A KR20020041207A (en) 2002-06-01
KR100383124B1 true KR100383124B1 (en) 2003-05-12

Family

ID=19701733

Family Applications (1)

Application Number Title Priority Date Filing Date
KR10-2000-0071005A KR100383124B1 (en) 2000-11-27 2000-11-27 Method of Constructing Stons for Embankment

Country Status (1)

Country Link
KR (1) KR100383124B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE112006002833T5 (en) 2005-11-03 2008-12-11 Hyun Sam Lee Overflow protection cover for a cooking vessel

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112502096A (en) * 2020-12-04 2021-03-16 中建海峡建设发展有限公司 Buttress type ecological revetment structure suitable for soft soil foundation and construction method thereof
CN114232676B (en) * 2021-12-31 2023-04-11 福建磊鑫(集团)有限公司 Method for synchronously and quickly constructing balance weight type retaining wall structure and grouted stone slab

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE112006002833T5 (en) 2005-11-03 2008-12-11 Hyun Sam Lee Overflow protection cover for a cooking vessel

Also Published As

Publication number Publication date
KR20020041207A (en) 2002-06-01

Similar Documents

Publication Publication Date Title
US6565289B2 (en) Self-connecting, reinforced retaining wall and masonry units therefor
JP2006225926A (en) Banking construction method utilizing backfilling material such as fluidized soil, pit sand, local soil and crushed stone
KR100383124B1 (en) Method of Constructing Stons for Embankment
US7147406B2 (en) Wall structure for retaining soils
JPH0552366B2 (en)
KR100447331B1 (en) execution method of landscape architecture for cutting ground using blasting stone and landscape architecture apparatus using the same
JP3472708B2 (en) Slope and seawall retaining wall structures and their construction methods
KR100451429B1 (en) Combination system of block type reinforced retaining wall used waste concrete and waste limestone and constructing method thereof
KR100400170B1 (en) Revetment structure using natural stones
KR200413303Y1 (en) Stone stacked wall structure using steel beam
KR20090084571A (en) Method for execution a wall engineering works construction concrete block structure
JP6043574B2 (en) Caisson method
KR200300440Y1 (en) Revetment block
KR100515251B1 (en) Hollow revetment block and the using tide embankment comstruction method
KR100346947B1 (en) The SEN Retaining Wall
KR20090073330A (en) Revetment structure using natural stones
KR102605191B1 (en) Upper part reinforcement type retaining wall structure and retaining wall construction method
KR200223114Y1 (en) A structure reinforcing for retaining wall for inclined plane which to cut off a rock wall
KR20020028527A (en) A concrete brick and constructing method thereof
JP2599974Y2 (en) Unit for civil engineering structures
KR102285192B1 (en) A Eco-friendly retain wall structure
KR20100134374A (en) Structure for slope protection using stone and construction method thereof
KR100536429B1 (en) Block structure of inorganic porous material and laying method using that
KR20100001736U (en) Structure of retaining wall having a possible planting for cutting slope
KR200258944Y1 (en) Erected retaining wall using concret blocks

Legal Events

Date Code Title Description
A201 Request for examination
E701 Decision to grant or registration of patent right
N231 Notification of change of applicant
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20100225

Year of fee payment: 8

LAPS Lapse due to unpaid annual fee