KR20080000156A - Construction method of shore block - Google Patents

Construction method of shore block Download PDF

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Publication number
KR20080000156A
KR20080000156A KR1020060057517A KR20060057517A KR20080000156A KR 20080000156 A KR20080000156 A KR 20080000156A KR 1020060057517 A KR1020060057517 A KR 1020060057517A KR 20060057517 A KR20060057517 A KR 20060057517A KR 20080000156 A KR20080000156 A KR 20080000156A
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Prior art keywords
construction
block
hardware
concrete
installing
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KR1020060057517A
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Korean (ko)
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김흥섭
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김흥섭
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Priority to KR1020060057517A priority Critical patent/KR20080000156A/en
Publication of KR20080000156A publication Critical patent/KR20080000156A/en

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/128—Coherent linings made on the spot, e.g. cast in situ, extruded on the spot
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/16—Sealings or joints
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/08—Structures of loose stones with or without piles
    • 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
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers

Abstract

A construction method of revetment blocks is provided to unify revetment blocks with the lower ground using anchor piles, etc. and to form an environment-friendly revetment strongly by using vegetated blocks. A construction method of revetment blocks comprises the steps of: leveling a slope of a river bank and tamping; performing pit excavation for the construction of foundation concrete and placing concrete; installing lower nets on the leveled slope evenly and installing anchor piles to the lower nets at the appointed intervals according to the velocity of a current or a gradient; unifying lower nets and revetment blocks by installing revetment blocks, connecting connectors to the lower nets and coupling with washers and nuts; and placing concrete on the crown, and right and left ends.

Description

호안블럭 시공방법{Construction Method of Shore Block }Construction Method of Shore Block}

제1도는 호안블럭 시공 단면도1 is a cross-sectional view of the construction of the protection block

제2도는 설치 조립도2 is the installation assembly diagram

제3도는 A부 상세도3 is a detailed view of Part A

제4도는 급경사 호안블럭 시공 단면도4 is a steep slope bank block construction

본발명은 호안블럭 시공에 관한것으로 , 단순히 치수목적으로 설치되는 기존 호안블럭의 문제점을 개선하고, 기존 호안블록의 시공후 복토하여 식생하는 방법은 식생활착전 녹화식물체의 유실 우려가 있으나 본 시공방법은 식생 활착된 블록으로 시공함으로 활착시 까지의 시간이 소요치않고, 홍수시 블록 이탈방지를 위한 앙카철물 및 앙카파일 ,구조용철물 설치를 추가한 견고안 호안조성 시공방법에 관한 것이다.The present invention is related to the construction of the revetment block, the method of improving the problem of the existing revetment block that is simply installed for the purpose of dimensional block, and the method of covering the vegetation after the construction of the existing revetment block may lose the planting plants before eating, but the present construction method It is related with the method of constructing a stable eye relief construction by adding anchor hardware, anchor pile, and structural hardware to prevent block departure from flooding.

기존 호안블럭의 문제점인 홍수시 블록구조의 붕괴방지를 위해 ,앙카철물 및 앙카파일 ,구조용철물을 사용하여 호안블록과 하부지반이 일체가 되도록 하였으며, 식생 활착전 식생 훼손방지를 위하여 식생활착된 블록을 사용하여, 견고한 자연친화형 호안형성을 하고자 하는데 그목적이 있다.In order to prevent the collapse of the block structure during flooding, which is a problem of the existing shore block, the anchor block, anchor pile, and structural steel are used to make the shore bank block and the lower ground united together. The purpose of this method is to create a robust nature-friendly repose.

하천제방의 법면을 정지후 다짐작업하는 제1단계,The first step of compacting after stopping the surface of the river embankment,

기초콘크리트 시공을위한 터파기및 콘크리트 타설하는 제2단계,2nd step of digging and concrete pouring for foundation concrete construction,

정지된 법면위에 하부네트(1)을고르게 설치후, 지반에 고착하기위한 앙카파일(2)을 유속이 심하거나, 기울기가 심한곳은 좁은간격으로, 그렇지 않은곳은 넓은 간격으로 하부네트(1)에 연결하여 설치하는 제3단계,After the lower net (1) is evenly installed on the stationary surface, the anchor pile (2) for fastening to the ground has a high flow rate, or the slope is severe at narrow intervals, and the lower net (1) at wide intervals. To install and connect to

블럭(3)을 설치하며, 연결철물(4),을 하부네트에 연결하여 와샤,너트(5)로 결속하여 하부네트와 블럭을 일체화 시키는 제4단계,A fourth step of installing the block 3 and connecting the connecting hardware 4 to the lower net to bind the washer and nut 5 to integrate the lower net and the block;

천단부및 좌우측 끝지점을 콘크리트 시공하여 마감하는 제5단계Fifth step to finish by constructing concrete ends and left and right end points

를 포함하는 호안블럭 시공방법으로 구성된다It consists of a lanyard block construction method comprising a

급경사 법면인 경우와 구조적 보강이 보다 필요한 경우,For steep slopes and more structural reinforcement,

법면을 터파기 하는 제1단계,The first step of breaking the surface,

기초콘크리트를 시공하는 제2단계,The second step of constructing the foundation concrete,

앙카파일(6)을 지면에 설치하는제3단계,The third step of installing the anchor pile (6) on the ground,

가로 구조용 철물(7)과 세로 구조용 철물(8)을 연결클립을 이용하여 앙카파일(6)에 연결 고정 설치하는 제4단계,The fourth step of connecting and fixing the horizontal structural hardware (7) and the vertical structural hardware (8) to the anchor pile (6) by using a connection clip,

호안블럭(11)을 설치하며, 앙카철물(9)을 연결철물을 이용하여 구조용 철물(7,8)에 연결하여, 와샤,너트(5)로 결속후 잡석채움(10)을 하는 제5단계,The fifth step of installing the lake block (11), connecting the anchor hardware (9) to the structural hardware (7, 8) using a connecting hardware, binding the washer, nut (5) and then filling the rubble (10) ,

천단부 와 좌우측 끝지점을 콘크리트 시공하여 마감하는 제6단계Sixth step to finish by constructing concrete at the top and left and right ends

를 포함하는 호안블럭 시공방법으로 구성된다It consists of a lanyard block construction method comprising a

식생된 블록의 사용으로 식생 활착까지의 소요시간이 필요하지 않고 , 앙카철물및 앙카파일, 구조용철물의 사용으로 블록이 지반과 일체가되어 구조적 안정효과 및 홍수시에도 블록 이탈방지 효과가 있으며,The use of vegetated blocks does not require the time required for the vegetation to live, and the use of anchor irons, anchor piles, and structural irons allows the blocks to be integrated with the ground, resulting in structural stability and prevention of block departures even in floods.

설치후 바로 식물생육이 가능한 유리한 기반을 조성하여 줌으로, 빠른시일내에 환경 친화적인 호안형성 효과가 기대된다,By providing a favorable base for plant growth immediately after installation, it is expected to have an environmentally friendly relief effect as soon as possible.

Claims (4)

하천제방의 법면을 정지후 다짐작업하는 제1단계,The first step of compacting after stopping the surface of the river embankment, 기초콘크리트 시공을위한 터파기및 콘크리트 타설하는 제2단계,2nd step of digging and concrete pouring for foundation concrete construction, 정지된 법면위에 하부네트(1)을고르게 설치하는 제3단계Third step to evenly install lower net (1) on stationary surface 앙카파일(2)을 유속이 심하거나, 기울기가 심한곳은 좁은간격으로, 그렇지 않은 곳은 넓은간격으로 하부네트(1)에 연결하여 시공하는 제4단계,4th step of constructing the anchor pile (2) by connecting to the lower net (1) at a narrow interval where the flow velocity is severe or when the slope is severe, otherwise it is a wide interval, 호안블럭(3)을 설치하며, 연결철물(4),을 하부네트(1)에 연결하여, 와샤,너트(5)로 결속하여 하부네트와 블럭을 일체화 시키는 제5단계,A fifth step of installing the guard block (3), connecting the connecting hardware (4) to the lower net (1), binding the washers and nuts (5) to integrate the lower net and the block, 천단부및 좌우측 끝지점을 콘크리트 시공하여 마감하는 제6단계로 구성되는것을 특징으로하는 호안블럭 시공방법.,Hoan block construction method, characterized in that consisting of a sixth step of finishing the concrete end and the left and right end points. 청구항 1항에 있어서 4단계를 제외하고 시공하는것을 특징으로하는 호안블럭 시공방법.The method of claim 1, wherein the construction is except for four steps. 급경사인 법면인 경우와 구조적 보강이 보다 필요한 경우,For steep slopes and for more structural reinforcement, 법면을 터파기 하는 제1단계,The first step of breaking the surface, 기초콘크리트를 시공하는 제2단계,The second step of constructing the foundation concrete, 앙카파일(6)을 지면에 시공하는 제3단계,The third step of constructing the anchor pile (6) on the ground, 가로 구조용 철물(7)과 세로 구조용 철물(8)을 연결클립을 이용하여 앙카파 일(6)에 연결 고정 시공하는 제4단계,The fourth step of connecting and fixing the horizontal structural hardware (7) and the vertical structural hardware (8) to the anchor file (6) using a connection clip, 호안블럭(11)을 설치하며, 앙카철물(9)을 연결철물을 이용하여 구조용 철물(7,8)에 연결하여, 와샤,너트(5)로 결속후 잡석채움(10)을 하는 제5단계,The fifth step of installing the lake block (11), connecting the anchor hardware (9) to the structural hardware (7, 8) using a connecting hardware, binding the washer, nut (5) and then filling the rubble (10) , 천단부및 좌우측 끝지점을 콘크리트 시공하여 마감하는 제6단계로 구성되는 특징으로하는 호안블럭 시공방법. ,A raft block construction method comprising a sixth step of finishing the concrete end and left and right end points by concrete construction. , 청구항3항에 있어서 3단계를 제외하고 시공하는것을 특징으로하는 호안블럭 시공방법.The construction of the raft block of claim 3, wherein the construction is carried out except for three steps.
KR1020060057517A 2006-06-26 2006-06-26 Construction method of shore block KR20080000156A (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200450672Y1 (en) * 2008-06-20 2010-10-21 임순명 Mat type vegetation block
CN102767159A (en) * 2012-08-02 2012-11-07 福州市规划设计研究院 Strengthening method for existing revetments of urban river
CN104775395A (en) * 2015-04-22 2015-07-15 四川大学 Arch type flexible ecological revetment structure for small and medium-sized valley or river channel and construction method for arch type flexible ecological revetment structure
CN106638471A (en) * 2017-01-14 2017-05-10 张众 Slope protection system for water conservancy and hydropower engineering
CN108385614A (en) * 2018-01-25 2018-08-10 浙江水利水电学院 A kind of concrete facing board construction method of anti-floating towing force
CN108643122A (en) * 2018-04-24 2018-10-12 中国海洋大学 A kind of vegetation and aritificial horizon combined type energy dissipating dike and its construction method
CN108848729A (en) * 2018-06-06 2018-11-23 中国冶集团有限公司 Soil slope shore protection facade greening system and preparation method thereof
CN112681220A (en) * 2021-01-08 2021-04-20 福州大学 Mangrove forest ecological breakwater with stepped drop energy dissipation and working method thereof
CN114718077A (en) * 2022-06-07 2022-07-08 中国二十二冶集团有限公司 Cushion layer construction method for foundation pit slope

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200450672Y1 (en) * 2008-06-20 2010-10-21 임순명 Mat type vegetation block
CN102767159A (en) * 2012-08-02 2012-11-07 福州市规划设计研究院 Strengthening method for existing revetments of urban river
CN104775395A (en) * 2015-04-22 2015-07-15 四川大学 Arch type flexible ecological revetment structure for small and medium-sized valley or river channel and construction method for arch type flexible ecological revetment structure
CN106638471A (en) * 2017-01-14 2017-05-10 张众 Slope protection system for water conservancy and hydropower engineering
CN108385614A (en) * 2018-01-25 2018-08-10 浙江水利水电学院 A kind of concrete facing board construction method of anti-floating towing force
CN108643122A (en) * 2018-04-24 2018-10-12 中国海洋大学 A kind of vegetation and aritificial horizon combined type energy dissipating dike and its construction method
CN108643122B (en) * 2018-04-24 2020-07-03 中国海洋大学 Vegetation and artificial dike combined energy dissipation dike and construction method thereof
CN108848729A (en) * 2018-06-06 2018-11-23 中国冶集团有限公司 Soil slope shore protection facade greening system and preparation method thereof
CN108848729B (en) * 2018-06-06 2021-10-01 中国一冶集团有限公司 Soil slope revetment facade greening system and manufacturing method thereof
CN112681220A (en) * 2021-01-08 2021-04-20 福州大学 Mangrove forest ecological breakwater with stepped drop energy dissipation and working method thereof
CN114718077A (en) * 2022-06-07 2022-07-08 中国二十二冶集团有限公司 Cushion layer construction method for foundation pit slope
CN114718077B (en) * 2022-06-07 2022-08-09 中国二十二冶集团有限公司 Cushion layer construction method for foundation pit slope

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