KR920001773Y1 - Revertment block - Google Patents

Revertment block Download PDF

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Publication number
KR920001773Y1
KR920001773Y1 KR2019890012962U KR890012962U KR920001773Y1 KR 920001773 Y1 KR920001773 Y1 KR 920001773Y1 KR 2019890012962 U KR2019890012962 U KR 2019890012962U KR 890012962 U KR890012962 U KR 890012962U KR 920001773 Y1 KR920001773 Y1 KR 920001773Y1
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KR
South Korea
Prior art keywords
block
walls
wall
rectangular
fastening holes
Prior art date
Application number
KR2019890012962U
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Korean (ko)
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KR910005890U (en
Inventor
최종실
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최종실
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Priority to KR2019890012962U priority Critical patent/KR920001773Y1/en
Publication of KR910005890U publication Critical patent/KR910005890U/en
Application granted granted Critical
Publication of KR920001773Y1 publication Critical patent/KR920001773Y1/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

내용 없음.No content.

Description

호안(護岸)용 관상(管狀)조립식 블록(BLOCK)Corrugated Assembly Block (BLOCK)

제 1 도는 본 고안 블록의 사시도.1 is a perspective view of the subject innovation block.

제 2 도는 제 1 도의 A-A'선 단면에 의한 조립상태 설명도.2 is an explanatory view of the assembly state by the line AA ′ of FIG. 1.

제 3 도는 제 1 도의 B-B'선 단면에 의한 조립상태 설명도.3 is an explanatory view of the assembly state by the line B-B 'of FIG.

제 4 도는 방조제에 본 고안 블록을 호안용으로 축조 매설(埋設)한 형상의 설명도.4 is an explanatory diagram of a shape in which the block of the present invention is built and built for the revetment.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

1,2 : 좌우입벽 3,4 : 전후입벽1,2: left and right walls 3,4: front and rear walls

5,6 : 종횡심벽 7 : 사각돌상테5,6: longitudinal cross wall 7: square stone frame

8 : 어깨 9,10 : 좌우 종돌제8: shoulder 9,10: left and right bell stone

11,12 : 상하 횡돌제 13 : 횡돌제11,12: up and down traverse 13: traverse

14,15,16 : 체결공 17,18,19 : 보올트14,15,16 fastener 17,18,19 bolt

본 고안은 하천의 홍수 방지제나 방조제등 뚝이 수면과 접하는 면에 호안용으로 축조하기에 접합한 조립식 블록(BLOCK)을 안출한 것이다.The present invention devised a prefabricated block (BLOCK) bonded to build for the revetment on the surface in which the pit is in contact with the water surface, such as a river flood protector or a shelter.

종래 호안용 콘크리트 블록이 공사후에도 자주 보수하여야 하는 폐단이 있었고 그 폐단을 방지할 목적으로 안출한 출원인 실용신안등록 제1137호 (공고번호 제73-1201호 : 간척용 합성수지관)은 동체가 원통형이므로 강물의 흐름이 저항을 주며 합성수지이므로 토사의 마찰에 마모함을 방지할 콘크리트 보강벽을 부착시키기에 부적합하고 조립체결용 카프링이 약하여 수명도 짧았었다.Conventional utility model registration No. 1137 (Notification No. 73-1201: Reclaimed synthetic resin pipe), which had been designed for the purpose of preventing the end of the concrete block for the revetment concrete block, was frequently repaired after construction. As the flow of the river is resistant and synthetic resin, it is not suitable for attaching concrete reinforcement walls to prevent abrasion to soil friction.

본 고안은 위와 같은 요 시정점들을 제거할 목적으로 합성수지로서 동체를 사각통으로 하여 수면에 접하는 면을 평탄화하고 양변의 종벽을 카프링화하여 그 체결면적을 넓히어서 체결력을 강화하며 외면에는 횡돌제들로서 콘크리트 보강벽을 강력하게 부착시킬 수 있도록 개량한 것으로서 도면에 의하여 그 구조를 상술하면 다음과 같다.The present invention is a synthetic resin for the purpose of eliminating the above required visibility points, the body is made into a rectangular tube to flatten the surface in contact with the water, and the longitudinal walls of both sides are capped to widen the tightening area, thereby strengthening the tightening force, and the outer surface as concrete The reinforcing wall is improved so as to be strongly attached.

본 고안은 나일론수지로서 동체를 사각형 통으로 형성하여 평탄한 좌우입력(1)(2)와 전후입력(3)(4)로 된 사각형 공간내에 종횡심벽(芯壁)(5)(6)을 정자(井字)형으로 형성하고 입력(1)(2)(3)(4)의 두께 만큼 내측으로 축소하여 사각돌상 테(7)를 형성하고 그 하연 사변에 어깨(8)들을 형성시키었으며 전입벽(3)의 외면에는 좌우 종돌제(9)(10)와 상하 횡돌제(11)(12)로서 사각 테를 형성하며 그 내부에 횡돌제(13) 수개를 제 1 도와 같이 외향 돌설하고 종횡의 돌제(9)(10)(11)(12)들에는 상하 좌우 체결공(14)들을 뚫었고 후임벽(4)에도 이와 대치되는 종횡의 돌제 및 체결공들을 뚫었으며 사각돌상 테(7)의 좌우양벽에도 체결공(15)을 뚫어서 조립할때 상대편의 좌우입벽(1)(2)의 하변의 체결공(16)과 부합되게 하였다.The present invention is a nylon resin, the body is formed into a rectangular tube, and the longitudinal lateral walls (5) and (6) are sperm in a rectangular space consisting of flat left and right inputs (1) (2) and front and rear inputs (3) and (4).井字) and reduced inwards by the thickness of input (1) (2) (3) (4) to form square rim (7), and shoulders (8) were formed on the lower edge of the entrance wall. The outer surface of (3) forms a rectangular frame as the left and right longitudinal stones (9) and (10) and the vertical ribs (11) and (12). The upper and lower left and right fastening holes 14 were drilled in the protrusions 9, 10, 11 and 12, and the vertical and horizontal holes and fastening holes opposed to the successive wall 4 were also drilled. When fastening the fastening hole (15) to the left and right both walls were assembled to match the fastening hole (16) of the lower side of the left and right mouth wall (1) (2) of the other side.

그 작용효과를 상술하면 다음과 같다.The action effect is described in detail as follows.

본 고안 조립식 블록으로 호안벽을 축소하려면 먼저 지반을 본 고안 블록이 절반쯤 파묻힐 만큼 파고 제일블록을 소망하는 각도로 제 4 도와 같이 비스듬히 제치하고 그 우측에 제어 블록을 같은 각도로 밀접되게 재치하여 제 1 블록의 우종돌제(9)와 제어블록의 좌종돌제(10)를 밀접시키고 그들의 체결공(14)에 보올트(17)를 끼워 견교하게 체결하는 방법으로 우향으로 연장축조하며 제일 블록의 상측에는 제삼블록의 하단을 제일블록의 사각 돌상 테(7)에 씌워서 그 하단을 어깨(8)에 밀접시키고 체결공(15)(16)을 보올트(18)로서 체결하며 제일블록의 상횡돌제(11)와 상측 제삼 블록의 하횡돌제(12)를 밀접시키고 보올트(19)로서 체결하되 이와 같이 조립체결하는 공정에 맞추어 블록의 내부 정자형심벽(5)(6)들 사이에 토사를 충만시키면서 축조 한 다음 외면 보강용 콘크리트벽(20)을 제 4 도와 같이 피착하고 내면은 토사로된 뚝(21)에 매설하며 상면 통로는 콘크리트층(22)으로 형성한다.To reduce the revetment wall with the prefabricated block of the present invention, first dig the ground so that the main block is buried about halfway and place the first block obliquely at the desired angle as shown in the fourth degree, and place the control block closely on the right side at the same angle. The upper and lower sides of the first block are extended and stretched in the right direction by closely fitting the right bell (9) of the first block and the left bell (10) of the control block and fastening the bolts 17 into their fastening holes 14. The lower end of the third block is covered with a rectangular stone frame (7) of the first block, and the lower end is closely attached to the shoulder (8), and the fastening holes (15) and (16) are fastened as bolts (18). 11) and the lower transverse agent 12 of the upper third block close and fastened as a bolt 19, but in accordance with the assembly process as described above, while filling the earth and sand between the internal sperm core wall (5) (6) of the block Then external reinforcement The concrete concrete wall 20 is deposited as a fourth tile, the inner surface is embedded in the earthenware tuft 21, and the upper surface passage is formed of the concrete layer 22.

본 고안 블록으로서 상기와 같이 호안벽을 구축하는 경우에 석축이나 두터운 콘크리트 뚝축조 보다 염가로 축조할 수 있고 축조작업이 신속하며 블록다수가 하나의 큰벽으로 견고하게 연결되어 있으므로 어느 부분적인 유실이나 파손으로 자주보수 하던 종래의 폐단을 방지하며 전면에 다수의 횡돌제에 의하여 콘크리트제 보강벽(20)이 장시일 동안 유지되므로 수명이 영구적이다.In the case of building the revetment wall as described above, it is possible to construct cheaper than stone or thick concrete turbine, and the construction work is quick and many blocks are firmly connected to one big wall, so any partial loss or damage It prevents the conventional closed end frequently repaired by the concrete reinforcement wall (20) is maintained for a long time by a number of transverse stones on the front, so the life is permanent.

본 고안 블록은 사출성형하기 쉽고 조립체결하여 토사를 충만시키면서 간단한 수법으로 신속정확하게 호안벽을 축조할 수 있는 새롭고 유익한 조립식 블록이다.The block of the present invention is a new and advantageous prefabricated block which is easy to injection molding, and can be assembled quickly and accurately to build a revetment wall with a simple method while filling the soil.

Claims (1)

평탄한 좌우입벽(1)(2)과 전후입벽(3)(4)으로서 사각형 동체를 형성하고 그 내부의 사각형 공간에 종회 심벽(芯壁)(5)(6)을 정자형(井字)으로 형성하고 동체의 상단에 벽면 두께만큼 내면으로 축소된 사각돌상테(7)를 형성하고 전후벽(3)(4)의 외면에는 좌우 종횡돌제(9)(10)(11)(12)들로서 사각형 테를 이루고 그 내부에 횡돌제(13)수개를 배치하여 외향으로 돌설하고 전후양벽의 돌제(9)(10)(11)(12)들에 체결공(14)들을 뚫고 사각돌상테(7)의 좌우벽과 좌우입벽(1)(2)의 하변에 체결공(15)(16)을 각각 뚫어서 구성한 호안용 관상 조립식 블록.A rectangular fuselage is formed as the flat left and right walls 1 and 2 and the front and rear walls 3 and 4, and the longitudinal core walls 5 and 6 are formed in a sperm shape in a rectangular space therein. On the upper surface of the fuselage is formed a rectangular stone frame (7) reduced to the inner surface by the thickness of the wall, and on the outer surface of the front and rear walls (3) (4) and the left and right longitudinal stones (9) (10) (11) (12) And arranging a number of the transverse stones 13 therein to protrude outwards, and drill the fastening holes 14 in the protrusions 9, 10, 11, 12 of the front and rear walls, and A revetment tubular prefabricated block formed by drilling fastening holes (15) and (16), respectively, on the lower sides of the left and right walls (1) and (2).
KR2019890012962U 1989-09-01 1989-09-01 Revertment block KR920001773Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019890012962U KR920001773Y1 (en) 1989-09-01 1989-09-01 Revertment block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019890012962U KR920001773Y1 (en) 1989-09-01 1989-09-01 Revertment block

Publications (2)

Publication Number Publication Date
KR910005890U KR910005890U (en) 1991-04-24
KR920001773Y1 true KR920001773Y1 (en) 1992-03-16

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ID=19289713

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2019890012962U KR920001773Y1 (en) 1989-09-01 1989-09-01 Revertment block

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Publication number Publication date
KR910005890U (en) 1991-04-24

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