KR100441896B1 - The lower column department inclined plane protection structures of riverbed construction - Google Patents
The lower column department inclined plane protection structures of riverbed construction Download PDFInfo
- Publication number
- KR100441896B1 KR100441896B1 KR10-2002-0022104A KR20020022104A KR100441896B1 KR 100441896 B1 KR100441896 B1 KR 100441896B1 KR 20020022104 A KR20020022104 A KR 20020022104A KR 100441896 B1 KR100441896 B1 KR 100441896B1
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- South Korea
- Prior art keywords
- stone
- sandstone
- hollow block
- inclined surface
- riverbed
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- 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
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Revetment (AREA)
Abstract
본 발명은 사석으로 되는 구조물인 사석방파제, 호안, 하천제방등의 해저면 또는 하상(河床)과 연결되는 사석구조물 경사면 하단부를 중공블럭으로 구성하여 파랑, 유수등에 의한 경사면 사석의 세굴, 유실등을 차단하므로써 견고한 제체의 사석구조물을 오랜동안 유지할 수 있도록한 발명에 대한 것이다.The present invention comprises a hollow block by forming a hollow block at the bottom of a slope of the sandstone structure connected to the seabed or riverbed such as a sandstone breakwater, a lake bank, a river embankment, and the like. By blocking the invention is to maintain the solid structure of the dead stone structure for a long time.
Description
본 발명은 방파제, 호안, 하천제방등과 같이 해수 또는 하천수에 접하게 되는 사석구조물에 있어서 이 사석구조물의 해저면 또면 하상의 경사면 하부선단부 보호공의 구조에 대한 발명으로써 방파제 또는 호안일 경우 끊임없이 밀려오는 파랑이나 유수에 의하여 사석구조물의 경사면 하단부의 사석이 세굴, 유실되고 장시간이 경과하면 사석의 세굴, 유실에 의한 제체의 침하붕괴등의 제체변위가 발생하고 이런 현상은 방파제, 호안 하천제방등의 기초지반의 지질과는 관계없이 변위가 발생 진행되므로 이 사석구조물의 상부구조물에까지 안전상 막대한 악영향을 끼치게 된다.The present invention is a invention for the structure of the bottom end of the protection surface of the slope of the bottom of the seabed or the bottom of the sandstone structure in contact with the seawater or river water, such as breakwater, lake banks, river banks, etc. When the stone on the lower part of the slope of the sandstone structure is scoured or lost due to the blue or flowing water, the displacement of the stone such as the scour of the sandstone and sinking collapse of the body due to the loss occurs. Displacement occurs regardless of the geology of the ground, so that the upper structure of the sandstone structure has a huge adverse effect on safety.
상기와 같이 파랑의 수압이나 파압, 유수의 유압에 의하여 사석구조물(1)의 경사면(2)은 하단선단부부터 시간이 지남에 따라 사석의 세굴, 유실등이 지속되어 서서히 구조물의 붕괴로 이어지게 되어 전체 사석구조물의 안전에 심대한 악영향을 미치므로서 이 경사면 하부선단의 보호가 가장 중요한 기초공사이지만 공사비를 절약하기위하여 통상적으로 첨부한 도면 도 1과 같이 사석구조물(1)의 경사면 하단부(2a)의 해저면 또는 하상(3)으로 부터 소정높이 위치에 소정폭으로 표면턱(4)을 형성하여 사석구조물(1)의 경사면 표면을 피복석(5)을 피복하여 마감하므로써 사석유실을 완전히 차단하기에는 미흡하므로 이 사석구조물(1)의 경사면 하부선단이 보다 견고한 보호공의 구조로 시공됨이 요구되고 있는 실정이다.As described above, the inclined surface 2 of the stone structure 1 by the blue water pressure, wave pressure, or hydraulic pressure of the stone structure continues to crush and lose the stone over time from the lower end portion, and gradually leads to the collapse of the structure. Although the protection of the lower end of the inclined surface is the most important basic construction due to the severe adverse effect on the safety of the stone structure, in order to save construction costs, the attached bottom of the lower surface 2a of the inclined surface of the stone structure 1 is generally attached as shown in FIG. Since the surface jaw 4 is formed with a predetermined width at a predetermined height position from the surface or the lower bed 3, the inclined surface of the dead stone structure 1 is covered with a covering stone 5 so that the dead stone oil chamber is not completely blocked. It is a situation that the lower end of the inclined surface of the stone structure structure (1) is required to be constructed in a structure of a more robust protective hole.
도 1은 종래 하상구조물의 경사면 하부기초구조의 대표적 형태를 도시한 횡단면도.1 is a cross-sectional view showing a representative form of the sloped lower foundation of the conventional riverbed structure.
도 2는 본 발명상으로 실시구성되는 하상구조물의 경사면 하부기초를 도시한 횡단면도.Figure 2 is a cross-sectional view showing the base of the inclined surface of the lower bed structure constructed in accordance with the present invention.
<도면의 주요 부분에 대한 부호설명><Code Description of Main Parts of Drawing>
1. 사석구조물 2. 경사면 2a. 경사면 3. 해저면 또는 하상(河床)1. Stone structure 2. Slope 2a. Inclined surface 3. Seabed or riverbed
4. 표면턱 5,5a. 피복석 10. 하부선단 보호공4. Surface jaw 5,5a. Cover Stone 10. Bottom Tip Protector
11. 경지반 11a. 연지반 12,12a. 중공블럭 12b. 전면벽11. Farmland 11a. Soft bed 12,12a. Hollow block 12b. Front wall
13. 사석 14. 일측벽 15. 요입상면 16. 차단턱체13. Buddhism 14. One side wall 15. Upper surface of recess
본 발명은 공사시 소홀한 시공이 되기쉬운 상기 사석구조물(1)의 경사면(2)의 하부선단을 보호하는 별도구조의 보호공으로 시공되도록하는 하부선단 보호공의 구조에 대한 발명인바 본 발명으로 실시구성되는 하부선단 보호공(10)의 구조를 구성함에 있어서 해저면 또는 하상이 경지반(11)일 경우에는 단일체로 하고연지반(11a)일 경우에는 복수체로 적층하는 단위 중공블럭(도면상으로는 연지반(11a)일 경우를 도시함)(12)(12a)을 적층하고 이 중공블럭(12)(12a) 내부공간에 사석(13)을 충전하되 상단에 적층되는 중공블럭(12)의 좌, 우측벽(도면 도 2상으로는 일측벽(14)만 도시함) 상단면을 소정깊이로 요입한 요입상면(15)으로 형성하여 이 요입상면(15)측에도 사석(13)을 충전하고 이 사석면(13a)에 사석구조물(1)길이방향으로 사석구조물의 경사면에 포설되는 피복석(5)의 하단측이 차단되는 콘크리트 차단턱체(16)를 개재하고 이 차단턱체(16)전면과 중공블럭(12)의 전면벽(12b)사이에도 피복석(5a)을 개재하여 차단턱체(16)가 고정되도록 하는 구조로 본 발명상으로 실시되는 사석으로 되는 하상 구조물의 경사면 하단부선단보호공구조가 구성된다.The present invention is an invention for the structure of the lower end of the protective hole to be constructed as a protective structure of a separate structure to protect the lower end of the inclined surface (2) of the stone structure (1) easy to be neglected construction during construction In constructing the structure of the lower end protection hole 10, a unit hollow block in which the bottom or the bottom is a solid body in the case of the hard soil 11, and in the case of the soft soil 11a, is laminated in a plurality of bodies. (A case of 11a)) 12 and 12a are stacked, and the left and right sides of the hollow blocks 12 stacked on top of the hollow blocks 12 and 12a are filled with the sandstone 13. The upper surface of the wall (only one side wall 14 is shown in Fig. 2) is formed into a concave upper surface 15 concaved to a predetermined depth, and the seating surface 13 is also filled in the concave upper surface 15 side. (13a) The sandstone structure (1) the covering laid on the inclined surface of the sandstone structure in the length direction. The blocking jaw body 16 is interposed between the front surface of the blocking jaw body 16 and the front wall 12b of the hollow block 12 via the covering stone 5a through the concrete blocking jaw body 16 through which the lower end side of the wall 5 is blocked. ) Is fixed to the lower end of the lower end of the structure of the riverbed structure to be fixed to the structure to be fixed in accordance with the present invention.
상기와 같이 구성되는 본 발명상으로 실시되는 사석으로 구축되는 하상구조물의 경사면하단부 선단 보호공구조로 시공되면 선단이 콘크리트 중공블럭(12)(12a)으로 되어 있기 때문에 사석을 차폐하고 있어 해류나 파랑, 유수에도 사석(13)들은 유실되지 못하므로 구조물이 견고하게 유지되며 경사면을 피복하는 피복석(5) 또한 중공블럭(12)상에서 콘크리트차단턱체(16)가 경사면(2)의 피복석(5) 하단을 차단하고 있으므로 피복석(5)이 붕괴되지 않도록하므로서 종래 소홀히 시공처리하여 구조물 붕괴까지 초래되는 중대한 문제점을 원천적으로 발생되지 못하도록하는 견고한 사석구조물을 제공할 수 있는 효과가 있다.When the construction is made of the protection surface structure of the lower end of the inclined surface of the riverbed structure constructed in the present invention constituted as described above, the tip is made of concrete hollow blocks 12 and 12a, so that it is shielding the sandstone, Since the sandstones 13 are not lost even in running water, the structure is firmly maintained, and the coated stone 5 covering the inclined surface is also disposed on the hollow block 12 by the concrete blocking member 16 at the bottom of the covered stone 5 of the inclined surface 2. Since the shielding stone 5 is prevented from collapsing, there is an effect of providing a solid sandstone structure that does not naturally cause a serious problem caused by collapse of the structure by neglecting the conventional construction.
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KR10-2002-0022104A KR100441896B1 (en) | 2002-04-23 | 2002-04-23 | The lower column department inclined plane protection structures of riverbed construction |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR20040018828A (en) * | 2002-08-27 | 2004-03-04 | 원 회 양 | Breakwater and seawall end part protection structure |
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Publication number | Priority date | Publication date | Assignee | Title |
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KR20040018828A (en) * | 2002-08-27 | 2004-03-04 | 원 회 양 | Breakwater and seawall end part protection structure |
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