KR960010650Y1 - A drain pipe combined with a lattice block for a slope - Google Patents

A drain pipe combined with a lattice block for a slope Download PDF

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Publication number
KR960010650Y1
KR960010650Y1 KR2019900016344U KR900016344U KR960010650Y1 KR 960010650 Y1 KR960010650 Y1 KR 960010650Y1 KR 2019900016344 U KR2019900016344 U KR 2019900016344U KR 900016344 U KR900016344 U KR 900016344U KR 960010650 Y1 KR960010650 Y1 KR 960010650Y1
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KR
South Korea
Prior art keywords
tube
block
spiral
slope
pipe
Prior art date
Application number
KR2019900016344U
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Korean (ko)
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KR920007957U (en
Inventor
민병이
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민병이
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Priority to KR2019900016344U priority Critical patent/KR960010650Y1/en
Publication of KR920007957U publication Critical patent/KR920007957U/en
Application granted granted Critical
Publication of KR960010650Y1 publication Critical patent/KR960010650Y1/en

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Classifications

    • 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
    • E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B11/00—Drainage of soil, e.g. for agricultural purposes
    • E02B11/005—Drainage conduits

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Agronomy & Crop Science (AREA)
  • Mechanical Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

내용 없음.No content.

Description

비탈면 수로 겸용 보호블럭Sloped channel waterway protection block

제1도는 본 고안의 구성을 보인 분해 사시도.1 is an exploded perspective view showing the configuration of the present invention.

제2도는 본 고안의 결합된 상태의 단면도로서,2 is a cross-sectional view of the combined state of the present invention,

(a)는 횡단면 하여 위에서 내려다본 것이며,(a) is a cross-sectional view from above,

(b)는 종단면도이다.(b) is a longitudinal cross-sectional view.

제3도는 본 고안의 사용상태 참고도.3 is a reference state of use of the present invention.

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

1 : 나선관 4 : 배수공1: spiral tube 4: drain hole

5 : 연결관 6 : 보강리브5 connector 6 reinforcement rib

7 : 블록요홈 8 : 장공7: block groove 8: long hole

9 : 배수공 10 : 배수유로9: drainage hole 10: drainage flow path

11 : 시멘트 몰탈11: cement mortar

본 고안은 수로의 뚝이나 절토된 토사 상태의 자연 비탈면의 유실 또는 붕괴되는 것을 방지하기 위한 보호용 블럭에 관한 것으로 특히, 연결관을 +자형으로 하여 관형상의 블럭과 연결을 용이하도록 하고, 관 내부로 흡수된 물의 배수를 용이하게 하여, 빗물의 낙차로 비탈면이 침식 작용되여 쇄굴되는 것을 방지하는 비탈면 수로 겸용보호블럭에 관한 것이다.The present invention relates to a protective block for preventing the loss of or collapse of the natural slope of the channel or cut soils, in particular, to facilitate the connection with the tubular block by making the connecting tube + -shaped, The present invention relates to a sloped channel and a protective block for facilitating drainage of water absorbed into the surface and preventing the sloped surface from being eroded by erosion of rainwater.

본 고안은 본원 출원인의 선출원 실용신안등록출원 제90-15336호를 개량한 것으로, 종래에는 불럭체를 다수의 배수공이 천공된 관형상으로 하고 소정의 길이로 절취하여 3구형의 연결관에 관삽하는 구성이 었으나, 본원은 연결관을 +자형의 4구형으로 하여 볼록요홈부를 성형하여 나선관을 관삽후 시멘트 몰탈을 투입하여 견고히 조립하는 구성으로 첨부된 도면에 따라 본 고안의 구성을 상세히 설명하면 다음과 같다.The present invention is an improvement of the applicant's prior application utility model registration application No. 90-15336 of the applicant of the present application, and in the past, a block body is formed into a tubular shape in which a plurality of drainage holes are drilled, cut into a predetermined length, and inserted into a three-spherical connector Although the configuration of the present application is to form a convex groove by making the connecting tube into a four-shaped spherical shape, and inserting the cement mortar after inserting the spiral tube, the assembly of the present invention is described in detail according to the accompanying drawings. Same as

공지의 나선관의 나선부(2)외주연에 중공 타원형상의 보강대(3)(3a)을 융착 구성한 공지의 나선관(1)에 다수의 배수공(4)을 천공하여 나선관(1)내부로 물의 유입과 배수가 용이토록하며, 나선관(1)을 연결하는 연결관(5)은 +형인 4구형으로 각관을 지지하는 보강리브(6)를 중공형으로 형성하고, 각 관의 끝단부에는 호형의 블록 요홈부(7)를 형성하여 상측으로 시멘트몰탈(11)을 투입할 수 있는 장공(8)을 천공한 것이며, 연결관(5)상측면부로 다수의 배수공(9)이 천공되며 연결관(5)의 각 관이 교차하는 저부에는 블록한 형상의 배수유로(10)를 성형한 구성이다.A plurality of drainage holes 4 are drilled in the known spiral pipe 1 in which the hollow elliptical reinforcing bar 3, 3a is fused to the outer periphery of the spiral part 2 of the known spiral pipe. To facilitate the inflow and drainage of water, the connecting pipe (5) connecting the spiral pipe (1) is a four-shaped ball-shaped reinforcing rib (6) to support each pipe in a hollow form, and at the end of each pipe Formed arc-shaped block recess (7) to drill the long hole (8) that can be injected into the cement mortar (11) to the upper side, a plurality of drain holes (9) are drilled and connected to the upper side of the connecting pipe (5) The bottom part where each pipe | tube of the pipe | tube 5 intersects is the structure which formed the drainage flow path 10 of the block shape.

이와같이 구성된 본 고안은 제2도 및 제3도에서 도시한 바와같이 연결관(5)에 나선관(1)을 관통시킴후 소망하는 길이로 절취한 나산관(1)을 나머지 관부에 결합하면 임의의 마름모꼴의 블럭 형상으로 비탈면에 설치되는 것이며, 나선부(2)과 연결관(5)을 더욱 견고히 고정하기 위해 블록요홈(7)의 장공(8)으로 시멘트몰탈(11)을 투입시켜주면 나선관(1)의 나선부(2)사이 사이로 시멘크몰탈(11)이 들어가 굳어지므로 영구적으로 블럭의 형상을 마름모 형태로 유지할 수 있으며, 비탈면에 묻혀지는 블럭은 보강대(3)(3a)와 나선부(2)에 의해 토사층과 결속되는 흡착성이 생기므로 별도의 고정못을 박지 않아도 블럭이 슬라이딩되는 현상이 없으며, 또한 많은 빗물이 낙차되어도 나선관(1)의 배수공(4)과 연결관(5)의 배수공(9)에 의해 관내부로 물의 흡수가 용이하여 물의 흘음을 막지 않으므로 토사층이 무너지거나 블럭 사이에서 쇄굴되는 현상도 없게 되는 것이다.The present invention configured as described above can be connected to the other tube by connecting the bare tube 1 cut to the desired length after passing the spiral tube 1 through the connecting tube 5 as shown in FIGS. 2 and 3. It is installed on the inclined surface in the shape of a lozenge of the shape, and when the cement mortar (11) is put into the long hole (8) of the block recess (7) to fix the spiral portion 2 and the connection pipe (5) more firmly Since the cemented mortar 11 enters and hardens between the spiral portions 2 of the pipe 1, the shape of the block can be permanently maintained in a rhombus shape, and the block buried on the slope has a reinforcing rod (3) (3a) and a spiral. Since the adsorbing property is bound to the soil layer by the part (2), there is no phenomenon that the block does not slide without a separate fixing nail, and even if a lot of rain water falls, the drain hole 4 and the connection pipe (5) of the spiral pipe (1) Water is easily absorbed into the inside of the pipe by the drain hole 9). It does not block the heuleum which will also not fall, phenomenon tosacheung or scour between blocks.

한편, 비탈면의 토사층에는 잔디같은 초목을 심게 되므로 초목의 뿌리들이 나선관(1)의 보강대(3)(3a)사이로 얽킴으로 블럭의 안정을 더욱 견고히 할 수 있는 것이다.On the other hand, because the grass-like vegetation is planted in the soil layer of the slope, the roots of the vegetation can be more entangled between the reinforcing rods (3) (3a) of the spiral tube (1) to further stabilize the block.

Claims (1)

공지의 나선관의 나선부(2)외주연에 중공 타원형상의 보강대(3)(3a)를 융착 한 구성의 나선관(1)에 있어서, 다수개의 배수공(4)을 천공한 나선관(1)을 관삽하는 +형인 4구형의 연결관(5)저부에 볼록한 배수유로(10)와 상측면으로는 다수의 배수공(9)을 천공하고, 각관 단부를 관통하는 중공형의 보강리브(6)와 장공(8)이 천공된 블록 요홈부(7)를 형성한 것을 특징으로 하는 비탈면 하는 비탈면 수로 겸용 보호블럭.In the spiral tube 1 of a configuration in which a hollow oval-shaped reinforcing table 3 (3a) is fused to an outer circumference of a spiral portion 2 of a known spiral tube, a spiral tube 1 having a plurality of drainage holes 4 perforated therein. A hollow reinforcement rib 6 penetrating the convex drainage passage 10 at the bottom of the + -shaped four-pipe connecting tube 5, and a plurality of drain holes 9 at the upper side, and penetrating the end of each tube. A sloped channel can be used as a protective block, characterized in that the long hole (8) formed a perforated block recess (7).
KR2019900016344U 1990-10-27 1990-10-27 A drain pipe combined with a lattice block for a slope KR960010650Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019900016344U KR960010650Y1 (en) 1990-10-27 1990-10-27 A drain pipe combined with a lattice block for a slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019900016344U KR960010650Y1 (en) 1990-10-27 1990-10-27 A drain pipe combined with a lattice block for a slope

Publications (2)

Publication Number Publication Date
KR920007957U KR920007957U (en) 1992-05-19
KR960010650Y1 true KR960010650Y1 (en) 1996-12-23

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100925414B1 (en) * 2009-06-09 2009-11-06 주식회사 비엠테크 Apparatus for reinforcing slope and drainage and method for carrying out seed spray soil using the same
KR20160095270A (en) * 2015-02-02 2016-08-11 주식회사 서영엔지니어링 A reinforcment grid structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100925414B1 (en) * 2009-06-09 2009-11-06 주식회사 비엠테크 Apparatus for reinforcing slope and drainage and method for carrying out seed spray soil using the same
KR20160095270A (en) * 2015-02-02 2016-08-11 주식회사 서영엔지니어링 A reinforcment grid structure

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Publication number Publication date
KR920007957U (en) 1992-05-19

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