KR19990075919A - Wire rope fixing method - Google Patents
Wire rope fixing method Download PDFInfo
- Publication number
- KR19990075919A KR19990075919A KR1019980010463A KR19980010463A KR19990075919A KR 19990075919 A KR19990075919 A KR 19990075919A KR 1019980010463 A KR1019980010463 A KR 1019980010463A KR 19980010463 A KR19980010463 A KR 19980010463A KR 19990075919 A KR19990075919 A KR 19990075919A
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- South Korea
- Prior art keywords
- wire rope
- mold
- metal
- molten metal
- fixing
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
- E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/06—Continuous barriers extending along roads or between traffic lanes essentially made of cables, nettings or the like
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- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
본 발명은 와이어로프 고정방법에 관한 것으로 낙석방지망(110)의 외측에 밀착되게 설치되는 와이어로프(120)에 있어서, 상기 와이어로프(120)의 수직/수평 교차지점에 금형(140)을 설치하는 금형설치단계와, 상기 금형의 설치가 완료되면 와이어로프(140)와 동일 재질의 금속을 용해시키는 용해단계와, 상기 금속의 용해가 완료되면 금형(140)에 용해된 금속을 주입하는 용해금속주입단계와, 상기 용해금속의 주입이 완료되고 용해금속의 경화되면 금형을 분리하는 와이어로프(120) 교차부분에 고정구(130)를 고착시키는 고정단계로 구성하여 와이어로프의 교차부분을 견고하게 고정시켜 교차부분의 지지력을 향상시킬 수 있고 교차부분이 부식하는 것을 억제하여 장기 사용할 수 있도록 하는 효과가 있다.The present invention relates to a wire rope fixing method in the wire rope 120 is installed in close contact with the outside of the rockfall prevention net 110, to install the mold 140 at the vertical / horizontal intersection of the wire rope 120 A mold installation step, a dissolution step of dissolving a metal of the same material as the wire rope 140 when the installation of the mold is completed, and a molten metal injection to inject the dissolved metal into the mold 140 when the dissolution of the metal is completed. Step and, when the injection of the molten metal is completed and the molten metal is hardened by the fixing step of fixing the fasteners 130 to the intersection of the wire rope 120 to separate the mold to firmly fix the intersection of the wire rope There is an effect to improve the bearing capacity of the cross section and to prevent long-term use by inhibiting the cross section corrosion.
Description
본 발명은 와이어로프 고정방법에 관한 것으로, 상세하게는 낙석방지망의 외부에 설치하여 낙석방지망을 지지하도록 하는 와이어로프의 수직/수평 교차지점의 결속을 견고히 하여 낙석방지망의 지지력을 극대화시켜 최종적으로 낙석을 발생을 방지하도록 하는 와이어로프 고정방법에 관한 것이다.The present invention relates to a method for fixing a wire rope, and in detail, by strengthening the binding of the vertical / horizontal intersection points of the wire ropes installed on the outside of the rockfall protection net to support the rockfall protection net, thereby ultimately maximizing the bearing capacity of the rockfall protection net. It relates to a wire rope fixing method to prevent the occurrence of.
도 1 은 종래의 와이어로프 교차 부분을 나타낸 사시도이고, 도 2 는 종래의 다른 와이어로프 교차 부분을 나타낸 사시도이다.1 is a perspective view showing a conventional wire rope cross section, Figure 2 is a perspective view showing another conventional wire rope cross section.
도 1 과 도 2 에 나타낸 바와 같이, 종래에는 도로의 측면 낙석가능성이 있는 장소에 측면을 덮은 낙석방지망(110)의 외측에 와이어로프(120)를 수직과 수평으로 상호 교차되게 설치하되 와이어로프(120)의 수직/수평 교차지점에 고정구(130)를 결합하여 구성하였다.As shown in Fig. 1 and 2, in the prior art, the wire rope 120 is installed on the outside of the rockfall prevention net 110 covering the side in a place where there is a possibility of falling on the side of the road vertically and horizontally intersecting the wire rope ( It was configured by combining the fixture 130 to the vertical / horizontal intersection of 120).
상기 고정구(130)는 도 1 과 같이 플레이트에 십자형의 가이드홈(131)을 형성시켜 이를 전후로 밀착시켜 체결공(132)을 통하여 결합시켜 와이어로프(120)의 교차부분을 고정하거나, 도 2 와 같이 고정구(130)를 원통형으로 형성하여 와이어로프(120)의 교차부분을 U볼트(133)로 걸고 이를 플레이트(134)에 고정시켜 고정하도록 하였다.The fixture 130 forms a cross-shaped guide groove 131 on the plate as shown in FIG. 1 and closes it back and forth to be coupled through the fastening hole 132 to fix the intersection of the wire rope 120, or FIG. As described above, the fastener 130 was formed in a cylindrical shape such that the intersection of the wire rope 120 was fastened to the U bolt 133 and fixed to the plate 134.
그러나 이러한 종래의 낙석방지망(110)용 와이어로프(120)는 가이드홈(131)을 형성시킨 고정구(130) 또는 U볼트(133)를 이용한 고정구(130)로 고정시키므로 와이어로프(120)의 교차부분을 압압하여 고정하게 되고 이로 인하여 교차 부분에 빗물 등에 의하여 부식할 가능성 높고 토압 등의 변화로 고정구가 파손되어 재기능을 발휘하지 못하는 문제점이 발생하였다.However, the wire rope 120 for the conventional rockfall prevention net 110 is fixed to the fixture 130 using the fixture 130 or the U bolt 133 formed the guide groove 131, so that the intersection of the wire rope 120 The parts are pressed and fixed, which is highly likely to corrode due to rainwater on the intersections, and the fixtures are damaged due to changes in earth pressure, thereby failing to exhibit re-function.
따라서 본 발명의 주 목적은 낙석방지망의 외측에 설치하는 와이어로프의 교차부분을 견고하게 고정시켜 교차부분의 지지력을 향상시킬 수 있도록 하는데 있다.Therefore, the main object of the present invention is to securely fix the intersection of the wire rope installed on the outside of the rockfall prevention net to improve the bearing capacity of the intersection.
본 발명의 다른 목적은 낙석방지망의 외측에 설치하는 와이어로프의 교차부분이 부식하는 것을 억제하여 장기 사용할 수 있도록 하는데 있다.Another object of the present invention is to suppress the corrosion of the intersection of the wire rope installed on the outside of the rockfall prevention net to be used for a long time.
도 1 은 종래의 와이어로프 교차 부분을 나타낸 사시도.1 is a perspective view showing a conventional wire rope cross section.
도 2 는 종래의 다른 와이어로프 교차 부분을 나타낸 사시도.Figure 2 is a perspective view showing a cross section of another conventional wire rope.
도 3 은 본 발명의 와이어로프 교차부분 고정을 위한 순서도.Figure 3 is a flow chart for fixing the wire rope cross section of the present invention.
도 4 는 본 발명의 와이어로프 고정상태를 나타낸 사시도.Figure 4 is a perspective view showing a fixed state of the wire rope of the present invention.
* 도면의 주요 부분에 대한 부호의 설명 *Explanation of symbols on the main parts of the drawings
110; 낙석방지망 120; 와이어로프110; Rockfall protection net 120; Wire rope
130; 고정구 131; 가이드홈130; Fixture 131; Guide
132; 체결공 133; U 볼트132; Fastener 133; U bolt
134; 플레이트 140; 금형134; Plate 140; mold
위와 같은 목적을 달성하기 위하여 본 발명의 와이어로프 고정방법은 낙석방지망의 외측에 밀착되게 설치되는 와이어 로프에 있어서, 상기 와이어로프의 수직/수평 교차지점에 금형을 설치하는 금형설치단계와, 상기 금형의 설치가 완료되면 와이어로프와 동일 재질의 금속을 용해시키는 용해단계와, 상기 금속의 용해가 완료되면 금형에 용해된 금속을 주입하는 용해금속주입단계와, 상기 용해금속의 주입이 완료되고 용해금속의 경화되면 금형을 분리하는 와이어로프 교차부분 고정단계로 구성함을 그 기술적 구성상의 기본 특징으로 한다.In order to achieve the above object, the wire rope fixing method of the present invention includes a mold installation step of installing a mold at a vertical / horizontal intersection point of the wire rope in a wire rope installed in close contact with the outside of the rockfall prevention network, and the mold Dissolution step of dissolving the metal of the same material as the wire rope when the installation of the complete, and dissolution metal injection step of injecting the dissolved metal into the mold when the dissolution of the metal is completed, and the injection of the dissolved metal is completed and the dissolved metal The hardening of the wire rope cross section to separate the mold is composed of the basic features of the technical configuration.
위와 같이 구성된 본 발명의 바람직한 실시 예를 첨부된 도면을 참조하면서 상세히 설명하면 다음과 같다.When described in detail with reference to the accompanying drawings a preferred embodiment of the present invention configured as described above are as follows.
도 3 은 본 발명의 와이어로프 교차부분 고정을 위한 순서도이고, 도 4 는 본 발명의 와이어로프 고정상태를 나타낸 사시도이다.Figure 3 is a flow chart for fixing the wire rope cross section of the present invention, Figure 4 is a perspective view showing a fixed state of the wire rope of the present invention.
도 3 과 도 4 에 나타낸 바와 같이, 본 발명의 와이어로프 고정방법은 낙석방지망(110)의 외측에 밀착되게 설치되는 와이어로프(120)에 있어서, 상기 와이어로프(120)의 수직/수평 교차지점에 금형(140)을 설치하는 금형설치단계와, 상기 금형의 설치가 완료되면 와이어로프(140)와 동일 재질의 금속을 용해시키는 용해단계와, 상기 금속의 용해가 완료되면 금형(140)에 용해된 금속을 주입하는 용해금속주입단계와, 상기 용해금속의 주입이 완료되고 용해금속의 경화되면 금형을 분리하는 와이어로프(120) 교차부분에 고정구(130)를 고착시키는 고정단계로 구성한다.As shown in Figures 3 and 4, the wire rope fixing method of the present invention in the wire rope 120 is installed in close contact with the outside of the rockfall prevention net 110, the vertical / horizontal intersection point of the wire rope 120 A mold installation step of installing the mold 140 in the mold, and a dissolving step of dissolving a metal having the same material as the wire rope 140 when the mold is installed, and dissolving in the mold 140 when the dissolution of the metal is completed. It is composed of a molten metal injection step of injecting the metal, and a fixing step of fixing the fixture 130 to the cross section of the wire rope 120 to separate the mold when the injection of the molten metal is completed and the molten metal is cured.
상기 용해금속은 와이어로프(120)와 다른 재질의 금속을 이용하거나 알루미늄 합금 등으로 사용할 수 도 있다.The molten metal may use a metal of a different material from the wire rope 120 or may be used as an aluminum alloy.
상기 고정구(130)는 십자형상으로 형성하여 구성함이 바람직하다.The fixture 130 is preferably formed in a cross shape.
이러한 본 발명의 작용을 설명하면 다음과 같다.Referring to the operation of the present invention as follows.
먼저 낙석우려지역에 낙석방지망(110)을 설치한 다음 낙석방지망(110)의 외측에 와이어로프(120)를 수직/수평으로 다수개 교차되게 설치한다.First, install the rockfall prevention net 110 in the rocking concern area, and then install a plurality of wire ropes 120 vertically and horizontally on the outside of the rockfall prevention net 110.
여기서 와이어로프(120)의 수직/수평 교차지점에 금형(140)을 설치하고 용해된 금속을 주입하여 경화시킨다.Here, the mold 140 is installed at the vertical / horizontal intersection of the wire rope 120 and the molten metal is injected and cured.
따라서 와이어로프(120)의 수직/수평 교차지점에 고정구(130)를 직접 형성시키게 되므로 용해된 금속이 다수개의 가는 와이어를 꼬아서 형성시킨 와이어로프(120)교차부분 내부까지 용해된 금속이 주입되고 교차부분에 완전하게 밀착되어 일체로 형성하게 된다.Therefore, since the fixture 130 is directly formed at the vertical / horizontal intersection of the wire rope 120, the molten metal is injected to the inside of the intersection of the wire rope 120 formed by twisting a plurality of thin wires. It is completely in close contact with the intersection to form an integral.
이로 인하여 와이어로프(120)의 수직/수평 교차부분의 결합력이 견고하게 될 뿐만 아니라 부식의 되는 것을 억제하므로 낙석의 발생이나 토압의 변화 등에도 견고하게 지지력을 발휘할 수 있다.As a result, not only the bonding force of the vertical / horizontal intersection portion of the wire rope 120 is hardened, but also the corrosion is suppressed, so that the support force can be firmly applied to the occurrence of falling rocks or changes in earth pressure.
이상에서 살펴본 바와 같이, 본 발명의 와이어로프 고정방법은 낙석방지망(110)의 외측에 밀착되게 설치되는 와이어로프(120)에 있어서, 상기 와이어로프(120)의 수직/수평 교차지점에 금형(140)을 설치하는 금형설치단계와, 상기 금형의 설치가 완료되면 와이어로프(140)와 동일 재질의 금속을 용해시키는 용해단계와, 상기 금속의 용해가 완료되면 금형(140)에 용해된 금속을 주입하는 용해금속주입단계와, 상기 용해금속의 주입이 완료되고 용해금속의 경화되면 금형을 분리하는 와이어로프(120) 교차부분에 고정구(130)를 고착시키는 고정단계로 구성하여 와이어로프의 교차부분을 견고하게 고정시켜 교차부분의 지지력을 향상시킬 수 있고 교차부분이 부식하는 것을 억제하여 장기 사용할 수 있도록 하는 효과가 있다.As described above, the wire rope fixing method of the present invention in the wire rope 120 is installed in close contact with the outer surface of the rockfall prevention net 110, the mold 140 at the vertical / horizontal intersection of the wire rope 120 The mold installation step of installing the mold, and the dissolving step of dissolving the metal of the same material as the wire rope 140 when the installation of the mold is completed, and injecting the molten metal into the mold 140 when the dissolution of the metal is completed. When the molten metal injection step and the injection of the molten metal is completed and the molten metal is hardened, the fixing part for fixing the fasteners 130 to the wire rope 120 crossing part separating the mold to form an intersection of the wire rope By fixing it firmly, it is possible to improve the bearing capacity of the cross section, and to inhibit the corrosion of the cross section, so that it is effective for long-term use.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019980010463A KR100262391B1 (en) | 1998-03-26 | 1998-03-26 | A wire rope fixing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019980010463A KR100262391B1 (en) | 1998-03-26 | 1998-03-26 | A wire rope fixing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR19990075919A true KR19990075919A (en) | 1999-10-15 |
| KR100262391B1 KR100262391B1 (en) | 2000-08-01 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1019980010463A KR100262391B1 (en) | 1998-03-26 | 1998-03-26 | A wire rope fixing method |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR100262391B1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100419146B1 (en) * | 2001-04-02 | 2004-02-19 | 심석래 | Rock bolt linking reinforcement equipment |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100529224B1 (en) * | 2005-02-17 | 2005-11-17 | (주)진아건축도시종합건축사사무소 | Apparatus of fix wirerope for protecting falling rock using architecture |
| KR101469667B1 (en) * | 2014-09-02 | 2014-12-05 | (주)목양 | Preventive measures rockfall net fixture |
-
1998
- 1998-03-26 KR KR1019980010463A patent/KR100262391B1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100419146B1 (en) * | 2001-04-02 | 2004-02-19 | 심석래 | Rock bolt linking reinforcement equipment |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100262391B1 (en) | 2000-08-01 |
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