CN101313110B - Construction method of embankment - Google Patents
Construction method of embankment Download PDFInfo
- Publication number
- CN101313110B CN101313110B CN2006800434470A CN200680043447A CN101313110B CN 101313110 B CN101313110 B CN 101313110B CN 2006800434470 A CN2006800434470 A CN 2006800434470A CN 200680043447 A CN200680043447 A CN 200680043447A CN 101313110 B CN101313110 B CN 101313110B
- Authority
- CN
- China
- Prior art keywords
- embankment
- wire
- unit
- horizontal
- connector
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/127—Flexible prefabricated covering elements, e.g. mats, strips bags filled at the side
-
- 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
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- 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
- E02B3/129—Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Crystallography & Structural Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Revetment (AREA)
Abstract
Provided is a method of building an embankment. The method includes: smoothening and hardening earth and sand; forming an horizontal embankment layer on the hardened earth and sand by arranging embankment units in parallel where each embankment unit is surrounded by a plurality of first wires; connecting the first wires of adjacent embankment units using a coupling member; stacking a plurality of horizontal embankment layers; tying the stacked horizontal embankment layers using a second wire; and connecting the first wire and the second wire using the coupling member.
Description
Technical field
The present invention relates to a kind of method of building dykes and dams; More specifically, the present invention relates to a kind of by preventing that the riverside dykes and dams from weathering to stablize the dyke construction method on inclined-plane, riverside.
Background technology
For the purpose of taking precautions against natural calamities, dykes and dams utilize concrete block to be built on the riverside usually.The dykes and dams of this concrete block base have destroyed the natural land and the ecosystem in river.In order to overcome this defective, be widely used in the construction dykes and dams such as the natural materials of stone mesh bag.Yet the stone mesh bag has some disadvantages.If mesh bag is formed from steel, then the stone mesh bag gets rusty easily, and its flexible reduction.That is to say the landform that the stone mesh bag is unsuitable for changing along with erosion.In addition, the dykes and dams that utilize the stone mesh bag to build may easily be washed away by formed high hydraulic pressure of high speed flowing water and buoyancy owing to flood.
Summary of the invention
Therefore, one object of the present invention is for providing a kind of method of building dykes and dams, by utilizing a connection piece connection embankment unit that the inclined-plane at riverside is stablized and preventing that dykes and dams from being washed away.
According to an aspect of the present invention, a kind of method of building dykes and dams that provides comprises: make the sliding and sclerosis of native sapin; Form horizontal embankment layer by the embankment unit that be arranged in parallel on the native sand of sclerosis, wherein, each embankment unit is centered on by a plurality of first wires; Utilize a connection piece to connect described first wire of adjacent embankments unit; Pile up a plurality of horizontal embankment layer; Horizontal embankment layer tighten after utilizing one second wire with described piling up; Utilize connector to connect described first wire and described second wire.
Described method can further comprise: utilize a connection piece to arrive together adjacent to the last horizontal embankment layer and the following horizontal embankment layer tighten of the horizontal embankment layer after piling up.
Described connector can have the form of band, and described band has and is formed at its two ends with interconnected internal thread and external screw thread, so that with the wire tighten of different embankment unit.
Described embankment unit can be select a kind of from the group that comprises earth bag, sandbag and gravel bag.
Method according to construction dykes and dams of the present invention firmly connects the supporting force that dykes and dams are stablized and improved on the inclined-plane that makes the riverside by utilizing a connection piece with adjacent embankment unit.Therefore, the method according to construction dykes and dams of the present invention prevents that dykes and dams from being washed away.In addition, be not to use concrete block and stone mesh bag as embankment unit because be to use earth bag, sandbag or gravel bag, therefore protected the ecosystem in river according to the method for construction dykes and dams of the present invention.
Description of drawings
According to the following description of in conjunction with the accompanying drawings preferred embodiment being carried out, above and other purpose of the present invention and feature will become obviously, wherein:
Fig. 1 and Fig. 2 illustrate according to the dykes and dams of embodiment of the invention construction or the schematic diagram of mole;
Fig. 3 is the stereogram of diagram according to the embankment unit with tow lug of the embodiment of the invention;
Fig. 4 and Fig. 5 are the stereograms of the linkage unit shown in Fig. 1;
Fig. 6 is the stereogram that utilizes the embankment unit after connector connects according to embodiment of the invention diagram;
Fig. 7 illustrates the view that utilizes the horizontal embankment layer after connector connects according to the embodiment of the invention;
Fig. 8 is according to the embodiment of the invention diagram view by the horizontal embankment layer after second wire and the piling up after connector is connected.
The specific embodiment
According to the following description of in conjunction with the accompanying drawings preferred embodiment being carried out, other purposes of the present invention and aspect will become obviously, and the present invention states hereinafter.
Fig. 1 and Fig. 2 have shown according to the dykes and dams of embodiment of the invention construction and the schematic diagram of mole.
As shown in Fig. 1 and Fig. 2, dykes and dams or mole are built by first wire 111 and second wire 600 that connector 700 connects embankment unit.First wire 111 of connector 700 by connecting embankment unit and second wire 600 have strengthened the power that is connected of embankment unit.Therefore, the inclined-plane of dykes and dams or mole is stable, and has prevented the embankment unit quilt because the formed high hydraulic pressure and the buoyancy of the high speed flowing water of flood wash away.
Hereinafter, with reference to the method for Fig. 3 to Fig. 8 detailed description according to the construction dykes and dams of the embodiment of the invention.
At first, make the husky sclerosis of soil on the inclined-plane, riverside reach level and smooth.
Then, form horizontal embankment layer 100 by a plurality of embankment unit 110 that be arranged in parallel, wherein, each embankment unit is by a plurality of first wire, 111 tightens.Here, embankment unit 110 can be earth bag, sandbag or gravel bag.In addition, embankment unit 110 can be its composite bag.
As shown in Figure 3, embankment unit 110 is by first wire, 111 tightens.Here, first wire 111 passes tow lug 113, makes the crane (not shown) can utilize tow lug 113 that embankment unit 110 is mentioned and embankment unit 110 is moved.In the present embodiment, tow lug 113 forms toroidal.But, tow lug 113 is not limited to its shape.
Then, utilize connector 700 to connect first wire 111 and 121 of two adjacent embankments unit 110 and 120.As shown in Figure 4, connector 700 comprises is with 730, is formed at the external screw thread on 730 1 ends 710 and is formed at the internal thread on 730 other ends 720.Connector 700 is by linking together external screw thread 710 and internal thread 720 with first wire 111 and 121 tightens of different embankment unit.As shown in Figure 5, be connected to when having the internal thread 720 that is formed at the screw thread on its inner surface having the external screw thread 710 that is formed at the screw thread on its external surface, described connector can form annular.That is to say, connector 700 with 730 at adjacent first wire 111 of embankment unit with pass for 121 times, internal thread 720 and external screw thread 710 interconnect then, with the embankment unit tighten together.
Then, horizontal embankment layer 100 and 200 is stacked as the multilayer stacking provisions.Here, horizontal embankment layer 100 forms by connecting embankment unit 110 and 120, and another horizontal embankment layer 200 forms by connecting embankment unit 210 and 220.
Preferably, can utilize connector 700 to be connected to horizontal embankment layer 100 and 200 after piling up adjacent to the last horizontal embankment layer of the horizontal embankment layer after piling up 100 and 200 and following horizontal embankment layer.
Then, a plurality of horizontal embankment layer 100,200,300,400 are in the same place by second wire, 600 tightens with 500.At last, utilize connector 700 that cross one another second wire 600 is connected with 521 with first wire 111,121,211,221,311,321,411,421,511.Here, if horizontal embankment layer 100,200,300,400 is in the same place with the right side tighten with bottom side and left side with 500 top side, preferably, utilize second wire on the direction vertical, to be in the same place in top side and bottom side tighten together and with front side and rear side tighten with respect to above-mentioned tighten direction.
Then, horizontal embankment layer can cover with gravel or sand, is formed on gap between the adjacent embankments with filling, thereby makes dykes and dams further stable.
The application comprises the relevant theme of korean patent application No.2005-0111671 that is filed in Korea S Department of Intellectual Property with on November 22nd, 2005, should be merged in this paper by reference at the full content of first to file.
Although the present invention is described with reference to its some preferred embodiment, but it will be apparent for a person skilled in the art that and do not departing under the situation of the scope of the present invention that limits by following claim, can carry out variations and modifications.
Claims (3)
1. method of building dykes and dams comprises:
Make the sliding and sclerosis of native sapin;
Form horizontal embankment layer by the embankment unit that be arranged in parallel on the native sand of sclerosis, wherein, each embankment unit is centered on by a plurality of first wires;
Utilize connector to connect described first wire of adjacent embankments unit;
Pile up a plurality of horizontal embankment layer;
Horizontal embankment layer tighten after utilizing second wire with described piling up;
Utilize connector to connect described first wire and described second wire; And
Wherein, described connector has the form of band, has the internal thread and the external screw thread that are formed at its two ends, and described internal thread is connected to each other with external screw thread so that will be around the wire tighten of different embankment unit.
2. method according to claim 1 further comprises: utilize the connector will be adjacent to the upper and lower tighten of the horizontal embankment layer after piling up.
3. method according to claim 1, wherein, described embankment unit is a kind of for what select from the group that comprises earth bag, sandbag and gravel bag.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020050111671 | 2005-11-22 | ||
| KR1020050111671A KR100717831B1 (en) | 2005-11-22 | 2005-11-22 | Construction method of embankment |
| KR10-2005-0111671 | 2005-11-22 | ||
| PCT/KR2006/000601 WO2007061156A1 (en) | 2005-11-22 | 2006-02-22 | Construction method of embankment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101313110A CN101313110A (en) | 2008-11-26 |
| CN101313110B true CN101313110B (en) | 2010-11-03 |
Family
ID=38067364
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2006800434470A Expired - Fee Related CN101313110B (en) | 2005-11-22 | 2006-02-22 | Construction method of embankment |
Country Status (3)
| Country | Link |
|---|---|
| KR (1) | KR100717831B1 (en) |
| CN (1) | CN101313110B (en) |
| WO (1) | WO2007061156A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE1020756A3 (en) * | 2012-06-19 | 2014-04-01 | Vervacke Dirk | GRIPPED INSIDE POCKETS. |
| CN104818692A (en) * | 2015-04-24 | 2015-08-05 | 中山弘博企业管理咨询有限公司 | Anti-erosion water conservancy river levee |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1295156A (en) * | 2000-05-15 | 2001-05-16 | 吴尚桦 | Construction process of bank protection |
| JP2001262576A (en) * | 2000-03-22 | 2001-09-26 | Sato Benec Co Ltd | Wall surface constructing bag body and mud wall construction method using the same |
| CN2605301Y (en) * | 2003-03-27 | 2004-03-03 | 上海航道勘察设计研究院 | Concrete interlocked block soft configuration |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09279584A (en) * | 1996-04-16 | 1997-10-28 | Maki Yamamoto | Construction method for slope planting used tire type seedbed |
| US6250850B1 (en) * | 1999-08-19 | 2001-06-26 | Rockwood Retaining Walls, Inc. | Block with multifaceted bottom surface |
| US6715960B2 (en) * | 2001-08-14 | 2004-04-06 | Donald H. Metz | Collapsible and re-usable flood barrier |
| US6695544B2 (en) * | 2001-11-02 | 2004-02-24 | New Technology Resources, Inc. | Environment resistant retaining wall planter block and methods of use thereof |
| KR200288499Y1 (en) | 2002-06-10 | 2002-09-11 | 주식회사 삼덕컨설탄트 | Embankment structure contracting stone net for washed away prevents of river bank |
| KR200289859Y1 (en) | 2002-06-24 | 2002-09-19 | 츈-쿠앙 츄 | Levee |
| KR100614907B1 (en) * | 2003-10-10 | 2006-08-25 | 정인석 | Member for Constructing Breast Wall and Method of Constructing the Breast Wall |
| KR200346231Y1 (en) * | 2003-12-27 | 2004-03-30 | 최영근 | A net prevention falling lock |
-
2005
- 2005-11-22 KR KR1020050111671A patent/KR100717831B1/en not_active IP Right Cessation
-
2006
- 2006-02-22 WO PCT/KR2006/000601 patent/WO2007061156A1/en active Application Filing
- 2006-02-22 CN CN2006800434470A patent/CN101313110B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001262576A (en) * | 2000-03-22 | 2001-09-26 | Sato Benec Co Ltd | Wall surface constructing bag body and mud wall construction method using the same |
| CN1295156A (en) * | 2000-05-15 | 2001-05-16 | 吴尚桦 | Construction process of bank protection |
| CN2605301Y (en) * | 2003-03-27 | 2004-03-03 | 上海航道勘察设计研究院 | Concrete interlocked block soft configuration |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100717831B1 (en) | 2007-05-11 |
| WO2007061156A1 (en) | 2007-05-31 |
| CN101313110A (en) | 2008-11-26 |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101103 Termination date: 20200222 |
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| CF01 | Termination of patent right due to non-payment of annual fee |