KR20010000440A - Retaining wall constructed by used tire block - Google Patents
Retaining wall constructed by used tire block Download PDFInfo
- Publication number
- KR20010000440A KR20010000440A KR1020000057333A KR20000057333A KR20010000440A KR 20010000440 A KR20010000440 A KR 20010000440A KR 1020000057333 A KR1020000057333 A KR 1020000057333A KR 20000057333 A KR20000057333 A KR 20000057333A KR 20010000440 A KR20010000440 A KR 20010000440A
- Authority
- KR
- South Korea
- Prior art keywords
- waste tire
- waste
- block
- ground
- retaining wall
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0001—Rubbers
- E02D2300/0003—Car tires
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
Abstract
Description
본 발명은 폐타이어를 이용한 보강토 옹벽에 관한 것으로서, 좀 더 상세히는 폐자재인 폐타이어를 이용하여 저렴한 코스트로 신속하게 시공가능하고, 구조물의 안정성도 우수한 새로운 구조의 폐타이어를 이용한 보강토 옹벽에 관한 것이다.The present invention relates to a reinforcement earth retaining wall using waste tires, and more specifically, to a reinforcement earth retaining wall using waste tires of a new structure that can be quickly and cheaply constructed using waste tires that are waste materials and have excellent stability of the structure. will be.
종래에는 주로 철근콘크리트 옹벽이 사용되었으나, 근래에는 보강토 공법의 옹벽이 많이 사용되고 있다. 이러한 보강토 공법은 공장에서 제작된 보강재를 현장에 반입하여 전문시공자가 시공하게 된다. 이러한 보강토 옹벽의 장점으로는 미관이 아름답고, 유지보수가 용이하며, 특히, 종래의 철근콘크리트의 단점인 크랙의 발생이 적다는 점에서 효과적인 옹벽시공법으로 알려져 있다. 그러나, 이러한 보강토공법의 문제점은 시공의 잘못으로 배부름 현상이 생기면 전면적인 재시공을 해야 하는 위험부담과 재질의 고급화로 인한 자재비가 많이 드는 점이다.In the past, reinforced concrete retaining walls were mainly used, but in recent years, retaining walls of reinforcement earth methods are used. This reinforcement earth method is carried out by the professional builder to bring the reinforcing material produced in the factory to the site. Advantages of such a reinforced earth retaining wall is a beautiful retaining wall, easy maintenance, and in particular, it is known as an effective retaining wall construction method in that the generation of cracks, which is a disadvantage of the conventional reinforced concrete is less. However, the problem of this reinforcement earthwork method is a high cost of materials due to the high risk of the material and the risk of full reconstruction if a full load occurs due to a construction error.
본 발명은 전술한 바와 같은 종래의 보강토 옹벽시공법의 문제점에 착안하여 제안된 것으로서, 처치 곤란한 폐자재인 폐타이어를 이용함으로써 환경보호의 효과를 얻으며, 코스트가 저렴하면서도 시공이 용이하고, 구조적으로 안정한 새로운 구조의 환경친화적 보강토 옹벽을 제공하고자 하는 것이다.The present invention has been proposed in view of the problems of the conventional reinforcement earth retaining wall construction method as described above, by using waste tires, which are difficult to treat, to obtain the effect of environmental protection, low cost, easy construction, and structurally stable It is to provide a new environmentally friendly reinforced retaining wall.
도 1은 본 발명의 일 실시예의 구성도1 is a block diagram of an embodiment of the present invention
도 2는 본 발명의 다른 실시예의 구성도2 is a block diagram of another embodiment of the present invention
도 3은 본 발명의 또 다른 실시예의 구성도3 is a block diagram of another embodiment of the present invention
〈도면의 주요부분에 대한 부호의 설명〉<Explanation of symbols for main parts of drawing>
10. 폐타이어 11. 연결부재10. Waste tire 11. Connecting member
12. 폐타이어블록 13. 중공부12. Waste tire block 13. Hollow part
14. 앵커블록(콘크리트블록)14. Anchor block (concrete block)
15. 앵커블록(폐타이어)15. Anchor Block
16. 앵커와이어 18. 토사16. Anchor Wire 18. Earth and Sand
22. 나무22. Tree
본 발명에 따르면, 폐타이어(10)를 다수단 적층하고 연결부재(11)로 연결하여 얻어지는 폐타이어블록(12)을 사면을 따라 단차를 이루도록 지중에 매설하거나 앵커부재(14,16)로 지중에 정착시키고, 폐타이어(10)의 내부 중공부(13)에는 토사(18)나 골재를 충전한 것을 특징으로 하는 폐타이어를 이용한 보강토 옹벽이 제공된다.According to the present invention, the waste tire block 12 obtained by stacking a plurality of waste tires 10 and connecting them with the connection member 11 is embedded in the ground to form a step along a slope or underground with anchor members 14 and 16. The internal hollow portion 13 of the waste tire 10 is provided with reinforcement soil retaining walls using waste tires, characterized in that the soil sand 18 or aggregate is filled.
이하에서 도면을 참조하여 본 발명의 바람직한 실시예를 설명한다. 도 1은 본 발명의 일 실시예로서, 도시된 바와 같이, 다수개, 도면에서는 4개의 폐타이어(10)를 적층하여 구성된 폐타이어블록(12)을 사면을 따라 단차를 이루도록 축조한다. 이 때, 폐타이어(10)는 강성과 내구성을 지닌 와이어나 타이로드 등의 연결부재(11)를 사용하여 폐타이어블록(12)을 제작한다. 도시된 실시예에서는 최하단 폐타이어블록(12)은 지중에 매설하고, 그 위에 순차적으로 단차를 이루면서 폐타이어블록(12)은 축조한다. 이러한 폐타이어블록(12)을 지중에 정착시키기 위해, 앵커블록(14,15)을 연결하는데, 본 실시예에는 앵커블록으로서 콘크리트블록(14)이나 폐타이어(15)를 사용하지만, 기타의 적절한 앵커부재가 사용될 수 있다.Hereinafter, with reference to the drawings will be described a preferred embodiment of the present invention. 1 is an embodiment of the present invention, as shown in the drawing, a plurality of waste tires (10) in the stacked tire block 12, which is formed by stacking to form a step along the slope. At this time, the waste tire 10 is a waste tire block 12 using a connecting member 11, such as a wire or tie rod having rigidity and durability. In the illustrated embodiment, the lowermost waste tire block 12 is buried in the ground, and the waste tire block 12 is constructed while sequentially forming a step thereon. In order to fix such a waste tire block 12 in the ground, anchor blocks 14 and 15 are connected. In this embodiment, concrete blocks 14 or waste tires 15 are used as anchor blocks, but other suitable materials are used. An anchor member can be used.
그리고, 이 폐타이어(10) 또는 폐타이어블록(12)의 내부의 중공부(13)에는 토사나 골재를 충전함으로써 지반과의 구조적 일체성을 달성할 수 있고, 또한, 이 중공부(13)의 토사(18)나 골재층을 통해 자연적인 배수가 가능하므로, 별도의 배수장치를 설치하지 않아도 좋다. 그리고, 이 중공부(13)에 충전된 토사층에는 도시된 바와 같이, 나무(22) 등을 식재하여, 조경처리함으로써 외관상으로도 바람직하고, 산사태에 대한 저항력을 증대시킨다.And the hollow part 13 inside the waste tire 10 or the waste tire block 12 is filled with soil and aggregate so that structural integrity with the ground can be achieved, and this hollow part 13 It is possible to natural drainage through the soil layer 18 or aggregate layer, it is not necessary to install a separate drainage device. As shown in the figure, the soil layer filled in the hollow portion 13 is planted with trees 22 and the like, and is landscapely treated to increase the resistance to landslides.
도 2는 본 발명의 다른 실시예로서, 도 1의 실시예와 대체로 동일하나, 최하단 폐타이어블록(12)이 지중에 매설되지 않고, 앵커부재인 앵커와이어(16) 및 폐타이어(15)를 사용하여 옹벽 내의 지중에 정착한 것이다. 이와 같이, 적절한 앵커부재를 사용하여 충분한 지중에 정착할 수 있다면, 최하단 폐타이어블록을 지중에 매설하지 않아도 무방하다. 도 2의 실시예에서는 하부의 폐타이어블록(12)과 상부 폐타이어블록(12)을 부분적으로 중첩시켜서 적층, 축조한 구조를 보여준다.FIG. 2 is another embodiment of the present invention, which is substantially the same as the embodiment of FIG. 1, but the lowermost closed tire block 12 is not buried in the ground, and anchor wires 16 and waste tires 15 which are anchor members are shown. It is settled underground in the retaining wall. In this way, if it is possible to fix in sufficient ground using an appropriate anchor member, the bottommost waste tire block may not be embedded in the ground. In the embodiment of Figure 2 shows a structure in which the lower waste tire block 12 and the upper waste tire block 12 are partially overlapped and stacked.
도 3은 본 발명의 또 다른 실시예로서, 하부폐타이어블록(12)과 상부 폐타이어블록(12)을 수직방향으로 서로 겹쳐서 적층한 구조를 보여주며, 앵커부재로서 앵커와이어(16)를 지중에 깊이 매설한다. 이와 같이, 지반의 상태나 설계조건에 따라 앵커부재로서 앵커와이어(16)와 앵커블록(14,15)을 단독으로 또는 양자를 함께 사용할 수 있다.3 shows a structure in which the lower waste tire block 12 and the upper waste tire block 12 are stacked on top of one another in the vertical direction, and the anchor wire 16 is used as an anchor member. Buried deep in As such, the anchor wires 16 and the anchor blocks 14 and 15 may be used alone or both as anchor members, depending on the condition of the ground or design conditions.
이상에서 설명한 본 발명에 따르면, 처치곤란한 폐타이어를 효율적으로 이용하여 환경보호의 효과를 얻으면서도, 저렴한 비용으로 신속하게 구조적으로도 안정된 보강토 옹벽을 시공할 수 있게 된다.According to the present invention described above, it is possible to construct a structurally stable reinforcement earth retaining wall quickly and at low cost while using the waste tires that are difficult to treat efficiently to obtain the effect of environmental protection.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020000057333A KR20010000440A (en) | 2000-09-29 | 2000-09-29 | Retaining wall constructed by used tire block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020000057333A KR20010000440A (en) | 2000-09-29 | 2000-09-29 | Retaining wall constructed by used tire block |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020000003177U Division KR200188111Y1 (en) | 2000-02-07 | 2000-02-07 | Retaining wall constructed by used tire block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR20010000440A true KR20010000440A (en) | 2001-01-05 |
Family
ID=19691076
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020000057333A KR20010000440A (en) | 2000-09-29 | 2000-09-29 | Retaining wall constructed by used tire block |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR20010000440A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030022753A (en) * | 2002-12-09 | 2003-03-17 | 최원영 | an urgent fender wall of tires and an installation method of that |
| CN105256824A (en) * | 2015-11-13 | 2016-01-20 | 山东大学 | Waste tire gabion units, gabion anchor plate earth-retaining wall and construction method |
-
2000
- 2000-09-29 KR KR1020000057333A patent/KR20010000440A/en not_active Application Discontinuation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030022753A (en) * | 2002-12-09 | 2003-03-17 | 최원영 | an urgent fender wall of tires and an installation method of that |
| CN105256824A (en) * | 2015-11-13 | 2016-01-20 | 山东大学 | Waste tire gabion units, gabion anchor plate earth-retaining wall and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107059882A (en) | Arch anchor net and Anchor-Pile Retaining Structure structure | |
| KR101358985B1 (en) | Pillar settling structure and construction method of the same with improved stability and workability | |
| CN210002425U (en) | structure of seepage roadbed side slope drainage system | |
| KR200188111Y1 (en) | Retaining wall constructed by used tire block | |
| KR100322844B1 (en) | tubular roof tunnel construction method | |
| KR20010000440A (en) | Retaining wall constructed by used tire block | |
| KR100654936B1 (en) | Method for constructing retaining wall | |
| CN111305152A (en) | Construction method for ecological protection of stepped three-dimensional reinforced abutment conical slope | |
| CN109826230A (en) | A kind of town road pipeline reinforcement protection structure and its construction method | |
| KR101525942B1 (en) | Method for slope reinforcement construction using the ground improvement product | |
| KR100758231B1 (en) | Environmentally friendly sloped block structure for landscaping | |
| JP2010183845A (en) | Method for setting up tree | |
| CN111244825A (en) | Road-crossing cable laying structure and construction method thereof | |
| KR100479500B1 (en) | The slope tree-planting structure using socket type steel pipe, and his construction method | |
| KR100990622B1 (en) | Method to strengthen pipe for vinyl house | |
| KR20150109121A (en) | Concrete pile utilizing wasted tire and the slope stabilizing structure thereof | |
| CN105926421B (en) | A kind of bumping at bridge-head reparation and prevention method based on load decrement | |
| CN212357958U (en) | Step type three-dimensional reinforced abutment taper slope ecological protection | |
| CN211142676U (en) | Basic structure that sinks is prevented to road construction ceramic tile | |
| KR100480508B1 (en) | Waterway | |
| RU2183230C1 (en) | Method of culvert replacement | |
| KR200357964Y1 (en) | Block for retaining wall | |
| JP3681883B2 (en) | Long-cut soil slope reduction method | |
| CN103343539B (en) | A kind of method of mountainous district subgrade repairing | |
| KR20090006403U (en) | / Precast Concrete Base Structure for Soundproof Wall and breast wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A108 | Dual application of patent | ||
| A201 | Request for examination | ||
| E902 | Notification of reason for refusal | ||
| E601 | Decision to refuse application |