KR100227815B1 - Reinforcing plastic construction manufacturing method - Google Patents
Reinforcing plastic construction manufacturing method Download PDFInfo
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- KR100227815B1 KR100227815B1 KR1019970011442A KR19970011442A KR100227815B1 KR 100227815 B1 KR100227815 B1 KR 100227815B1 KR 1019970011442 A KR1019970011442 A KR 1019970011442A KR 19970011442 A KR19970011442 A KR 19970011442A KR 100227815 B1 KR100227815 B1 KR 100227815B1
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- plastic
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- stretching
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C51/00—Shaping by thermoforming, i.e. shaping sheets or sheet like preforms after heating, e.g. shaping sheets in matched moulds or by deep-drawing; Apparatus therefor
- B29C51/26—Component parts, details or accessories; Auxiliary operations
- B29C51/266—Auxiliary operations after the thermoforming operation
- B29C51/268—Cutting, rearranging and joining the cut parts
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C43/00—Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor
- B29C43/02—Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor of articles of definite length, i.e. discrete articles
- B29C43/021—Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor of articles of definite length, i.e. discrete articles characterised by the shape of the surface
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C43/00—Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor
- B29C43/32—Component parts, details or accessories; Auxiliary operations
- B29C43/36—Moulds for making articles of definite length, i.e. discrete articles
- B29C43/40—Moulds for making articles of definite length, i.e. discrete articles with means for cutting the article
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C55/00—Shaping by stretching, e.g. drawing through a die; Apparatus therefor
- B29C55/02—Shaping by stretching, e.g. drawing through a die; Apparatus therefor of plates or sheets
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29D—PRODUCING PARTICULAR ARTICLES FROM PLASTICS OR FROM SUBSTANCES IN A PLASTIC STATE
- B29D7/00—Producing flat articles, e.g. films or sheets
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/005—Methods or materials for repairing pavings
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/16—Reinforcements
- E01C11/165—Reinforcements particularly for bituminous or rubber- or plastic-bound pavings
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/003—Foundations for pavings characterised by material or composition used, e.g. waste or recycled material
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C43/00—Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor
- B29C43/02—Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor of articles of definite length, i.e. discrete articles
- B29C43/021—Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor of articles of definite length, i.e. discrete articles characterised by the shape of the surface
- B29C2043/023—Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor of articles of definite length, i.e. discrete articles characterised by the shape of the surface having a plurality of grooves
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C2793/00—Shaping techniques involving a cutting or machining operation
- B29C2793/009—Shaping techniques involving a cutting or machining operation after shaping
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Shaping By String And By Release Of Stress In Plastics And The Like (AREA)
Abstract
본 발명은 보강용 플라스틱 구조물의 제조방법으로 강도나 인장력을 배가(倍加)시킨 플라스틱 구조물을 생성하는 것이다.The present invention is to produce a plastic structure doubled in strength or tensile force by the method of manufacturing a plastic structure for reinforcement.
종래의 보강용 플라스틱 구조물은 종열이나 횡열 어느 한쪽 방향으로만 연신하여 생산하였다.Conventional plastic structures for reinforcement have been produced by stretching only in either longitudinal or transverse rows.
이와 같이 일방향으로만 연신이 된 플라스틱 구조물은 연신이 일어나지 않은 방향의 열은 강도가 약하여 쪼개지거나 부러지는 등의 결함이 있어 시공후 하자가 많았으나 대안이 없었다.As described above, the plastic structure stretched in only one direction has many defects such as cracking or breaking due to weak strength of the heat in the non-stretching direction, but there are no alternatives.
따라서 본 발명은 플라스틱 구조물을 연신시킬 때 여러방향 즉 사방으로 동시 연신되게 하여 종열과 횡열 모두를 균등한 강도 및 인장력을 지닌 보강용 플라스틱 구조물을 생성하도록 한 것이다.Therefore, the present invention is to draw a plastic structure for reinforcement having an equal strength and tensile strength in both longitudinal and transverse rows by simultaneously stretching in multiple directions, i.e., when stretching the plastic structure.
Description
본 발명은 플라스틱 판재를 종횡으로 연신하여 강도와 인장력을 높여 토목공사나 곡물포대 등에 이용하는 것에 관한 것으로 특히 플라스틱 구조물이 지지하는 흙, 모래, 진흙, 등의 입자가 유수 또는 침수붕괴되는 것을 막아주는 플라스틱 구조물을 제조하는 방법에 관한 것이다.The present invention bells plastic sheeting It is stretched laterally to increase strength and tensile strength, which is used for civil engineering works or grain bags. Particularly, soil, sand, mud, etc. supported by plastic structures flow or flooded. The present invention relates to a method of manufacturing a plastic structure that prevents collapse.
일반적으로 플라스틱 판재를 제조할 때는 압출에 의하여 제조되므로 재료가 갖는 융점에 따라 분자연결고리가 압출되는 즉 힘이 주어지는 방향으로 꼬리를 물고 붙는 특성이 강해 압출되는 방향인 종열상으로는 강한 연결력을 갖으나 횡열은 구조적으로 약한 접합 구조를 갖게 된다. 이러한 플라스틱 압출 판재 구조상 1차종열연신은 강한 인장력이 증가되나 2차 횡열연신은 연신 자체가 불가능하였다.In general, the plastic sheet is manufactured by extrusion, so the molecular link ring is extruded according to the melting point of the material. The transverse rows will have a structurally weak junction structure. Due to the structure of the plastic extruded sheet, the primary longitudinal stretching increased the strong tensile force, but the secondary transverse stretching was impossible.
종래의 플라스틱 판재의 연신방법은 주로 먼저 구멍을 뚫은 후 플라스틱 판재를 연신하므로 한쪽이 연신되면 플라스틱 특성상 남은 한쪽은 연신되지 않아 사용 또는 시공후 찢어지거나 부러지는 폐단이 발생하였다.Conventional stretching method of the plastic sheet material is mainly punched first and then stretched the plastic sheet, so when one side is stretched, the remaining one is not drawn due to the plastic properties, resulting in tearing or breaking after use or construction.
이러한 현상은 플라스틱재로 특성상 압출판재를 제조할 때 압출방향으로 분자가 접합 배열하여 종열은 강하나 횡열은 약하게 되어 있기 때문이다.This phenomenon is because, when manufacturing the extruded sheet material due to the nature of the plastic material, the molecules are bonded and arranged in the extrusion direction so that the longitudinal column is strong but the transverse row is weak.
이 때문에 연결판재료로 제조되는 종이철판 등에서도 종열은 강하게 접속되어 강한 인장력이 있으나 횡열은 쉽게 찢어지거나 파손되는 이치와 동일하다.Because of this, paper made of connecting plate material Even in iron plates, the vertical columns are strongly connected and have strong tensile force, but the horizontal rows are the same as those easily torn or broken.
그래서 본 발명은 플라스틱으로 압출성형되는 플라스틱 판재 및 바닥재의 그물 망상재로 종열과 횡열의 강도와 인장력을 보강하기 위한 목적으로 발명되었다.So the present invention is extruded into plastic It was invented for the purpose of reinforcing the strength and tensile strength of longitudinal and transverse rows as a net mesh of plastic sheet and floor material to be molded.
제1도는 요철판의 부분 사시도.1 is a partial perspective view of an uneven plate.
제2도는 요철판으로 플라스틱판재를 연신(延伸)시키는 부분 상태도.2 is a partial state diagram of stretching a plastic sheet material with an uneven plate.
제3도는 요철판으로 플라스틱 판재를 연신시킨 부분사시도.3 is a partial perspective view of a plastic sheet drawn with an uneven plate.
제4도는 요철판으로 연신시 구멍을 뚫어 연신시킨 플라스틱 판재의 부분상태도.4 is a partial state diagram of the plastic sheet extending through a hole when drawn with an uneven plate.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
10 : 플라스틱 판재 12 : 접합대역10: plastic sheet 12: bonding band
14 : 상부요철판 16 : 하부요철판14: upper uneven plate 16: lower uneven plate
20 : 돌출부 22 : 함몰부20: protrusion 22: depression
이하, 본 발명의 제조공정을 첨부된 도면에 의거하여 상세히 설명한다.Hereinafter, the manufacturing process of the present invention will be described in detail with reference to the accompanying drawings.
본 발명은 플라스틱 판재(10)를 사방이 고르고 균일하게 즉 종열과 횡열의 어느 방향으로도 한 번에 고루 연신할 수 있게 한 방법이다.The present invention is a method in which the
플라스틱 판재(10)의 분자연결고리를 물리적 방법으로 종열과 횡열을 동시 또한 원방형으로 이동 변환시켜 줌으로서 보다 강한 보강재를 생산 활용할 수 있게 한 것이다.Molecular link of the plastic plate (10) by the physical method to convert the longitudinal and transverse rows in the same time and the square to make a stronger reinforcement can be produced and utilized.
플라스틱으로 압출성형되는 판재는 일정 두께와 넓이를 갖는 플라스틱 압출판재로서 구성 자체가 압출방향으로 분자연결고리가 많이 연결되어 배열된 상태이다.Extruded into plastic The plate member to be molded is a plastic extruded sheet member having a predetermined thickness and width, and the configuration itself is a state in which many molecular linking rings are arranged in the extrusion direction.
이때 성형된 압출판재는 물리적인 힘을 가할 때 분자연결고리가 힘을 가하는 방향으로 이동을 하게 되어 연신이 이루어지는 것이다.In this case, the molded extruded sheet material is stretched by moving in the direction in which the molecular linking force is applied when a physical force is applied.
그래서 완전연신이 종열이나 횡열상으로 되었을 때 분자연결고리도 종열이나 횡열상 어느 일방향으로 완전고정배치되어 다른 방향으로 2차 연신할 때에는 분자연결고리가 이동되지 아니하므로 찢어지거나 부러지는 현상이 생기는 것이다.Thus, when full stretching occurs in longitudinal or transverse rows, the molecular linkages are also complete in either longitudinal or transverse rows. When it is fixedly placed and drawn in the second direction in the other direction, the molecular link does not move and thus tears or breaks.
따라서 플라스틱 압출성형후 판재상태에서 한 번의 연신이 한방향으로 이루어지면 다른 방향은 연신할 수 없는 것이다.Therefore, if one drawing is made in one direction in the sheet state after plastic extrusion, the other direction cannot be drawn.
이와 같은 단점을 해결하고자 한 것이 본 발명으로서 플라스틱 판재(10)의 분자연결고리를 유도하기 위한 함몰부(22)와 돌출부(20)로 이루어진 한 쌍의 요철판(계란판형성) 즉, 상부요철판(14)과 맞물리는 하부요철판(16)을 구성하여 각각의 요철판(14)(16)사이에 플라스틱 판재(10)를 놓아서 요철판(14)(16)을 제2도에서와 같이 압착하게 되면 사방, 원방형으로 접합대역(12)이 한 번에 동시에 연신을 하게 된다. 이렇게 연신이 이루어지면 분자 연결고리가 사방으로 고르게 연결되어 일방이 아닌 사방이 강한 인장력과 강성을 지닌 보강용 플라스틱 판재가 된다.In order to solve the above disadvantages, the present invention provides a pair of uneven plates (egg plate formation), that is, a
또한 수평한 판에 종열과 횡열로 형성된 각 돌출부(20)와 함몰부(22)에 있어서, 함몰부(22)의 둘레단이 돌출부(20)의 둘레면에 밀착되도록 하여 제2도와 같이 커팅부(24)를 이루게 한다. 이 구조에 의해 요철판(14)(16)을 끝까지 압착시키면 커팅부(24)가 돌출부(20)의 둘레 오주면에 밀착되어 결국 연신되던 플라스틱판재(10)가 절단되어 제4도와 같이 구멍을 뚫게 된다.In addition, in each of the
이와 같은 구멍이 뚫리게 되면 구멍주변으로 분자고리가 원방으로 모여지고 동시에 연신이 이루어져 후차적으로 돌출형상이나 구멍을 형성할 수 있다.When such a hole is drilled, molecular rings are collected in a circumference around the hole, and at the same time, stretching can be performed to form a protrusion or hole afterwards.
또한 구멍의 주변이 요철을 이루고 있기에 토목공사시 흙과 잘 접할 수 있는 효과를 가져다준다.In addition, since the periphery of the hole forms an unevenness, it brings the effect of contacting well with soil during civil engineering work.
이와 같이 플라스틱판재(10)가 전체적으로 사방원방형으로 연신이 이루어져 판재가 종열과 횡열의 모든 방향으로 똑같은 인장력 및 강도를 갖게 하기 위한 것으로 본 발명의 가장 큰 특징으로는 연신이 필요한 요소의 중심부위를 물리적으로 동시에 눌러 플라스틱 분자연결고리를 모든 방향으로 균일하게 이동시키게 하는 점이다.In this way, the
이상에서 살펴본 바와 같이 본 발명은 바닥재비닐하우스덮개, 곡물포대등은 물론 특히 지반 보강재로 사용되는 플라스틱 판재의 구조물을 사방으로 연신시켜 제조하므로써 구조물이 어느 일방향으로 찢어지거나 부러지는 현상없이 질기고 강한 구조물을 얻게 되는 효과가 있다. 특히 이러한 플라스틱 구조물을 지반보강재로 사용할 때에는 유수로 인한 지반침하 등의 시공상의 하자를 해결해주는 효과가 있다.As described above the present invention flooring The plastic house cover, grain bag, etc., in particular, by manufacturing the structure of the plastic plate used as a ground reinforcement in all directions, there is an effect to obtain a strong and strong structure without the phenomenon that the structure is torn or broken in any one direction. In particular, when the plastic structure is used as ground reinforcement material, there is an effect of solving the construction defects such as ground subsidence due to running water.
Claims (2)
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
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KR1019970011442A KR100227815B1 (en) | 1997-03-29 | 1997-03-29 | Reinforcing plastic construction manufacturing method |
IDP972761A ID20088A (en) | 1997-03-29 | 1997-08-08 | STRENGTHENING LAYER FOR BUILDING CONSTRUCTION |
PCT/CA1997/000707 WO1998043800A1 (en) | 1997-03-29 | 1997-09-25 | Process for manufacturing multi-directional pre-stressed plastic or metal sheet structure |
AU43738/97A AU4373897A (en) | 1997-03-29 | 1997-09-25 | Process for manufacturing multi-directional pre-stressed plastic or metal sh eet structure |
ZA98428A ZA98428B (en) | 1997-03-29 | 1998-01-20 | Process for manufacturing multi-directional pre-stressed plastic or metal sheet structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1019970011442A KR100227815B1 (en) | 1997-03-29 | 1997-03-29 | Reinforcing plastic construction manufacturing method |
Publications (2)
Publication Number | Publication Date |
---|---|
KR19980075262A KR19980075262A (en) | 1998-11-16 |
KR100227815B1 true KR100227815B1 (en) | 1999-11-01 |
Family
ID=19501326
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1019970011442A KR100227815B1 (en) | 1997-03-29 | 1997-03-29 | Reinforcing plastic construction manufacturing method |
Country Status (5)
Country | Link |
---|---|
KR (1) | KR100227815B1 (en) |
AU (1) | AU4373897A (en) |
ID (1) | ID20088A (en) |
WO (1) | WO1998043800A1 (en) |
ZA (1) | ZA98428B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111287042A (en) * | 2020-03-19 | 2020-06-16 | 湘潭大学 | Steel plate-asphalt concrete composite pavement structure and construction method |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2015204727B2 (en) * | 2014-01-09 | 2018-08-23 | Geoqore, LLC | Three-dimensional aggregate reinforcement systems and methods |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NO152611C (en) * | 1978-10-16 | 1985-10-23 | Plg Res | PLASTIC NETWORK CONSTRUCTION, PROCEDURE FOR ITS MANUFACTURING AND USE OF THE CONSTRUCTION |
DE3230629A1 (en) * | 1982-08-18 | 1984-02-23 | Bernt Prof. Dr. 6803 Edingen Spiegel | Process for manufacturing contoured inserts for chocolate boxes and contoured inserts manufactured by the process |
DE3420381C1 (en) * | 1984-06-01 | 1986-01-16 | Fa. Carl Freudenberg, 6940 Weinheim | Method for producing a profiled plate having at least two layers, and device for carrying out the method |
-
1997
- 1997-03-29 KR KR1019970011442A patent/KR100227815B1/en not_active IP Right Cessation
- 1997-08-08 ID IDP972761A patent/ID20088A/en unknown
- 1997-09-25 WO PCT/CA1997/000707 patent/WO1998043800A1/en active Application Filing
- 1997-09-25 AU AU43738/97A patent/AU4373897A/en not_active Abandoned
-
1998
- 1998-01-20 ZA ZA98428A patent/ZA98428B/en unknown
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111287042A (en) * | 2020-03-19 | 2020-06-16 | 湘潭大学 | Steel plate-asphalt concrete composite pavement structure and construction method |
Also Published As
Publication number | Publication date |
---|---|
WO1998043800A1 (en) | 1998-10-08 |
KR19980075262A (en) | 1998-11-16 |
ID20088A (en) | 1998-10-01 |
AU4373897A (en) | 1998-10-22 |
ZA98428B (en) | 1998-07-29 |
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