KR100355782B1 - Construction of resin for public works and method for mounting water flow anchor plate and anchor cut-off plate - Google Patents
Construction of resin for public works and method for mounting water flow anchor plate and anchor cut-off plate Download PDFInfo
- Publication number
- KR100355782B1 KR100355782B1 KR1019960002389A KR19960002389A KR100355782B1 KR 100355782 B1 KR100355782 B1 KR 100355782B1 KR 1019960002389 A KR1019960002389 A KR 1019960002389A KR 19960002389 A KR19960002389 A KR 19960002389A KR 100355782 B1 KR100355782 B1 KR 100355782B1
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- civil engineering
- water
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 27
- 239000011347 resin Substances 0.000 title claims abstract description 19
- 229920005989 resin Polymers 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 title claims description 38
- 238000000034 method Methods 0.000 title claims 14
- 230000002265 prevention Effects 0.000 claims abstract description 11
- 239000013049 sediment Substances 0.000 claims abstract description 3
- 238000001746 injection moulding Methods 0.000 claims abstract 3
- 239000004745 nonwoven fabric Substances 0.000 claims description 16
- 238000009434 installation Methods 0.000 claims description 12
- 238000009940 knitting Methods 0.000 claims description 12
- 239000002689 soil Substances 0.000 claims description 11
- 239000002759 woven fabric Substances 0.000 claims description 6
- 230000004888 barrier function Effects 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 2
- 239000000872 buffer Substances 0.000 claims 6
- 238000007654 immersion Methods 0.000 claims 5
- 239000004576 sand Substances 0.000 claims 4
- 239000011148 porous material Substances 0.000 claims 3
- 238000005201 scrubbing Methods 0.000 claims 2
- 238000000465 moulding Methods 0.000 claims 1
- 239000011800 void material Substances 0.000 claims 1
- 238000012407 engineering method Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 3
- 238000007596 consolidation process Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 239000006096 absorbing agent Substances 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000012464 large buffer Substances 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000013517 stratification Methods 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- 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
- E02D5/80—Ground anchors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2450/00—Gaskets
- E02D2450/10—Membranes
Landscapes
- Engineering & Computer Science (AREA)
- Structural 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)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Revetment (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
토목용 수지물의 사출 성형에 있어서 차수판과 통수막판과 차수 앵커막판과 통수앵커막판과 통수판과 통수막판과 차수판과 파형의 차통수막판으로 성형시켜 연약지반과 토사세굴방지 및 배수촉진 누수방지 차수공사에 선택적으로 적용할 수 있게한 토목용 수지물의 구성 사출성형 및 이를 이용한 토목공법.In injection molding of civil engineering resins, it is formed of water plate, water plate, water anchor plate, water anchor plate, water plate, water plate, wave plate, wave plate, and wave plate to prevent soft ground, sediment scour, and drainage prevention. Injection molding of civil engineering resins that can be selectively applied to the drawing work and civil engineering method using the same.
Description
본 발명은 각종 토목공사의 기초가 되는 각종지반 및 항만 방조제, 제방, 하천 등의 지질과 지형 및 환경적 여건에 따라 이에 적합한 구조적 기능을 부여한 수지물을 제조하여 현장조건과 맞게 공사를 경제적으로 해낼 수 있게 발명해낸 구조를 갖게한 수지물과 이의제조 및 이를 이용한 토목공법에 관한 것이다.The present invention is to produce a resin material having a structural function suitable for this according to the geological and topographical and environmental conditions of various grounds and port embankments, banks, rivers, etc., which are the basis of various civil works, and economically accomplish the construction in accordance with the site conditions. The present invention relates to a resin material having a structure invented so that it can be manufactured, and to a civil engineering method using the same.
종래의 토목공사에 시트나 매트로 사용했던 여러가지 제품으로는 각종 PP - PE 부직포류, PP - PE 직포류, 나이롱직포류, 망포류, 불투수성재, 천막지, 카포린, 옥스포드, 비닐등을 단독으로 사용하여 왔으며, 또한 각종 PP - PE 부직포류, PP - PE 직포류, 망포류 천막지 등을 혼합 구성하여 사용하는 제품등이 주상품으로 되어 왔던 것이다.Various products used as sheets and mats in conventional civil engineering include various PP-PE nonwoven fabrics, PP-PE nonwoven fabrics, nylon woven fabrics, mesh cloths, impermeable materials, tents, caporines, oxfords, and vinyls. It has been used as a main product, and also products that use a mixed composition of various PP-PE nonwoven fabrics, PP-PE woven fabrics, mesh cloth tents, etc. have been the main products.
그러나 전자의 제품은 일반적인 것이어서 인장강도는 있으나 흐느적거리고 두께가 얇고 미끄러지며 완충장치가 없어서 현장여건에 불합리하여 시공시 쉽게 찢어져서 구조물이 파괴 또는 붕괴되었으며, 후자의 제품은 전자의 불안정성을 보완 시정하기 위해서 구성하여 사용하였으나 이 또한 마찰력이 부족하고 안전 기능이 충족되지 못하였다.However, the former products are general, and they have tensile strength, but they are flaky, thin, slippery, and have no shock absorber. Although it was constructed and used, it also lacked friction and safety function was not satisfied.
이와같은 점을 감안하여 개발해낸 본 발명은 연약지반조정, 호안법면 보호 및 토사의 유출 유실, 세굴되는 것을 이상적인 방지 누수 및 침수 침출수 등의 차수방지를 위하여 배수로 용수를 그리고 축조된 각종 구조물의 보호를 위한 여러가지 기능 등을 얻어내면서 공사를 할 수 있게 개발 하였는바 도면을 예시로 하여 설명하고져 한다.The present invention has been developed in view of the above points, and the groundwater for drainage and the protection of various structures constructed for the prevention of soft ground adjustment, protection of the protection surface and loss of sediment, and the prevention of leakage such as water leakage and submerged leachate are ideal. It was developed to be able to perform the construction while obtaining various functions for the bar to be described as an example.
제 1 도First degree
차수판(1)의 일면 또는 양면에는 크고작은 완충 및 앵커용 편침(3)(4)을 일정 간격으로하여 기하학적 구성을 접합시켜 배설하여 줌으로써 종합적인 제반소요기능 등의 차수기능 스립방지 및 착토기능 등을 더욱 강화시켜서 사용목적을 충족시키는 효과를 갖게 하였고 공사의 경우 지층, 지상의 모든 자연조건에 의해 발생하는 위험을 방지하기 위해 공사현장의 토질조건과 축조할 성토구조물 및 공사의 용도에 따라 사용하고자 하는 곳에(누수방지 차수용)설치하여 공사의 안전도를 도모한다.On one or both sides of the order plate 1, the small and large buffers and anchoring needles 3 and 4 are attached at regular intervals to form a geometrical structure to be bonded to each other. In order to prevent the danger caused by all natural conditions of the ground and the ground, the construction is used according to the soil conditions of the construction site and the construction structure to be constructed and the purpose of the construction. Promote the safety of the construction by installing it at the intended place (for leak prevention car).
제 2 도2nd degree
통수막판(2)의 일면 또는 양면에 편침(3')(5)을 기하학적 문양을 적용시켜 배설하여주고 사이 사이로는 크고 작은 투수공(6)을 천설하여 주어 효과적인 여과기능과 조기압밀 촉진기능 및 미니 앵커작용, 착토기능, 균등압밀기능과 평탄성 지층조성기능, 토압의 지지기능등 스립방지기능을 갖게 하였고 공사의 경우 연약지반 안전처리 및 토사세굴 방지용으로 공사현장의 토질조건(토질의 공학적특성, 물리화학적특성,수리역학적특성등) 과 성토, 구조물등 공사의 용도에 따라 설치 또는 포설하여 공사의 안전도를 도모한다.One hand or both sides of the water-receiving plate (2) is excavated by applying geometric patterns, and the large and small permeable holes (6) are laid between the effective filtering and early consolidation promotion functions. Mini anchor function, earth excavation function, uniform consolidation function, flatness stratification function, earth pressure support function, etc., have slip prevention function, and in case of construction, soil condition of construction site (engineering characteristics of soil, Physical and chemical properties, hydrodynamic properties, etc.), and the construction and installation according to the purpose of the construction, such as fill, structure, etc., to improve the safety of the construction.
제 3 도3rd degree
앙커차수막판(7)의 일측면에는 모임편침(8)을 기하학적 간격으로 배설하여주고 다른 일측면 에는 다수의 크고작은 편침(4')을 배설하여 주어 효과적인 앵커와 난공지반 등의 경우 공사를 용이히 행할수 있게 구성하였고, 이를 활용한 공사의 경우 지층지상의 모든조건에 의해 발생하는 위험을 방지하기 위해 공사현장의 토질조건과 성토구조물 및 공사비 용도에따라 사용하고자 하는곳(누수방지차수용)에 설치하여 공사의 안전도를 도모한다.One side of the anchor plate 7 is provided with the gathering needles 8 at geometric intervals, and the other side has a large number of large and small knitting needles 4 '. In order to prevent the risks caused by all the conditions on the ground, the construction of this construction can be done according to the soil conditions of the construction site, the soil structure, and the purpose of the construction cost. ) To promote safety.
제 4 도4th degree
통수 앵커막판(9)의 양측면에는 크고작은 모임편침(10)(10')을 기하학적 문양을 적용시켜 배설시키고 사이 사이로는 크고작은 통수공(11)을 다수 천설하여 토세와 토압 및 토질 등에서오는 제반 악조건을 흡수하며 착토할 수 있게하고 각종의 슬라이딩등을 흡수케하는 효과를 얻어낼 수 있게 하였고 공사를 함에 있어 연약지반 안전처리 및 토사세굴방지용으로 공사현장의 토질조건(토질의 공학적특성, 물리화학적특성, 수리역학적 특성)과 성토, 구조물의 축조 및 공사의 용도에 따라 설치 또는 포설하며 공사의 안전도를 도모한다.On both sides of the anchor anchor plate 9, large and small gathering needles 10, 10 'are disposed by applying geometric patterns, and a large number of large and small water holes 11 are laid between the ground, soil, earth pressure and soil. Absorbs bad soils and makes it possible to obtain the effect of absorbing various slidings, and in the construction work, the soil condition of construction site (engineering characteristics, physical and chemical It is installed or laid according to the characteristics, hydrodynamic characteristics), fill, construction of the structure and the use of the construction, and the safety of the construction is promoted.
제 5 도5th degree
부직포(14)와 합보된 통수판(26)의 일측면에는 다수의 편침(16)을 기하학적 문양으로 배설하여 주고 다른 일측면에는 부직포(14)를 합착시켜 주고 크고작은 다수의 통기공(13)을 천설 하여서된 통수판(26)으로써 공시시 제 2 도, 제 4 도의 공법은 동일.On one side of the non-woven fabric 14 and the joint plate 26, the plurality of knitting needles 16 are arranged in a geometric pattern, and the other side is bonded to the nonwoven fabric 14, and a plurality of large and small vents 13 The construction method of FIG. 2 and FIG. 4 at the time of disclosure by the water-transmitting plate 26 laid out by the same is the same.
제 6 도6th degree
부직포(18)와 직포(19)와 혼합되어진 통수막판(15)에 대소형으로 되어있는 편침(16)을 다수 배설하고 효과적인 배수와 통수기능을 가질 수 있는 크고작은 통수공(17)을 다수 천설하여주어 본 통수막판(16)을 이용하는 토목의 시공시.Large amount of large and small water holes 17 can be disposed on the water holding plate 15 mixed with the nonwoven fabric 18 and the woven fabric 19, and have large and small needles 16, which can have an effective drainage and water supply function. When constructing civil engineering using this membrane (16).
제 2 도, 제 4 도, 제 5 도의 공법은 동일.The construction method of FIG. 2, FIG. 4, and FIG. 5 is the same.
제 7 도7th degree
매트(29)와 부직포(28)와 합보되어진 차수판(21)으로써 판의 상판에는 크고작은 편침(20)을 기하학적 문양으로 다수 배설하여 주어 강한 토압이나 착토기능이 요구되는 공사에 사용할수 있게 하였는바 공사시행시 제 1도, 제 3도와 동일.As the order plate 21 jointed with the mat 29 and the nonwoven fabric 28, a large and small knitting needle 20 was disposed on the upper plate of the plate as geometric patterns so that it could be used in construction requiring strong earth pressure or earthing function. Bar construction is the same as FIG. 1 and 3.
제 8 도8th degree
파형 차통수막판(22)을 구성함에 있어 판을 만곡이 연계되어지게 하여주고 양면에는 기하학적 문양으로 편침(23)(24)을 다수 배설하여주고 차통수막판(22)에 필요에 따라 다수의 크고 작은 통수공(25)을 천설하여서된 차통수막판(22)으로써 공사시행시 제 1 도와 제 2 도와 동일.In constructing the corrugated barrier plate 22, the curvature of the plate is linked to each other, and on both sides, a plurality of knitting needles 23 and 24 are disposed in geometric patterns, A small water hole 25 is laid in the bottom of the car curtain plate 22 is the same as the first and second roads at the time of construction.
제 1 도는 차수판의 부분 사시도.1 is a partial perspective view of an order plate.
제 2 도는 통수막판의 부분 사시도.2 is a partial perspective view of the transmembrane plate.
제 3 도는 차수앵커막판의 부분 사시도.3 is a partial perspective view of the anchor anchor plate.
제 4 도는 통수 앵커막판의 부분 사시도.4 is a partial perspective view of the water anchor anchor plate.
제 5 도는 부직포와 합보된 통수막판의 부분 사시도.5 is a partial perspective view of a water separator plate fused with a nonwoven fabric.
제 6 도는 부직포와 매트와 합보되어진 통수막판의 부분 사시도.6 is a partial perspective view of a translucent plate combined with a nonwoven fabric and a mat.
제 7 도는 매트와 합보되어진 차수막판의 부분 사시도.7 is a partial perspective view of a lining plate incorporated with a mat.
제 8 도는 파형 차통수막판의 부분 사시도.8 is a partial perspective view of a corrugated barrier plate.
제 9 도는 파형 차통수막판의 부분 사시도.9 is a partial perspective view of a corrugated barrier plate.
* 도면의 주요부분에 대한 부호 설명 *Explanation of symbols on the main parts of the drawings
1 : 차수판 2 : 앙커통수막판 3,3' : 편침DESCRIPTION OF SYMBOLS 1 Order Plate 2 Anchor Passing Board 3,3 '
4 : 편침 5 : 편침 6 : 통수공4: knitting needle 5: knitting needle 6: water hand
7 : 앵커차수막판 8 : 모임편침 4' : 편침7: anchor lining board 8: meeting needle 4 ': needle
9 : 통수앵커막판 10 : 모임편침 11 : 통수공9: water supply anchor last 10: meeting needle 11: water
12 : 편침 13 : 통수공 14 : 부직포12: knitting needle 13: water hole 14: nonwoven fabric
15 : 통수막판 16 : 편침 17 : 통수공15: water-receiving board 16: single hand 17: water
18 : 부직포 19 : 직포 20 : 편침18: nonwoven fabric 19: woven fabric 20: knitting needle
21 : 차수판 22 : 파형앵커통수막판 23 : 편침21: order plate 22: corrugated anchor tube receiving plate 23: single hand
24 : 편침 25 : 통수공 26 : 통수판24: single hand 25: water hole 26: water plate
27 : 모임편침 28 : 부직포 29 : 매트27: gathering needle 28: nonwoven fabric 29: mat
30,31 : 모임편심 32 : 파형앙커차수막판30,31: Eccentricity 32: Corrugated anchor anchor plate
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR1019960002389A KR100355782B1 (en) | 1996-02-01 | 1996-02-01 | Construction of resin for public works and method for mounting water flow anchor plate and anchor cut-off plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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KR1019960002389A KR100355782B1 (en) | 1996-02-01 | 1996-02-01 | Construction of resin for public works and method for mounting water flow anchor plate and anchor cut-off plate |
Publications (2)
Publication Number | Publication Date |
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KR970062211A KR970062211A (en) | 1997-09-12 |
KR100355782B1 true KR100355782B1 (en) | 2004-03-12 |
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Application Number | Title | Priority Date | Filing Date |
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KR1019960002389A Expired - Fee Related KR100355782B1 (en) | 1996-02-01 | 1996-02-01 | Construction of resin for public works and method for mounting water flow anchor plate and anchor cut-off plate |
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KR (1) | KR100355782B1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2268509A1 (en) * | 1999-04-08 | 2000-10-08 | Versa-Lok Asia Inc. | Retaining wall system with interlocked sandbags |
-
1996
- 1996-02-01 KR KR1019960002389A patent/KR100355782B1/en not_active Expired - Fee Related
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KR970062211A (en) | 1997-09-12 |
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