CN2605301Y - Concrete interlocked block soft configuration - Google Patents
Concrete interlocked block soft configuration Download PDFInfo
- Publication number
- CN2605301Y CN2605301Y CN 03229836 CN03229836U CN2605301Y CN 2605301 Y CN2605301 Y CN 2605301Y CN 03229836 CN03229836 CN 03229836 CN 03229836 U CN03229836 U CN 03229836U CN 2605301 Y CN2605301 Y CN 2605301Y
- Authority
- CN
- China
- Prior art keywords
- arranging
- interlocking block
- concrete interlocking
- rope
- ballast
- 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 - Lifetime
Links
Images
Abstract
A concrete interlocking block flexible mattress comprising an arrangement and a ballast is characterized in that uniform alignment of a reinforced belt and a lashing ring are sewed on the arrangement, and the ballast on the arrangement is a concrete interlocking block with an embedded rope, and by passing the lashing ring on the reinforced belt through a rope, the concrete interlocking block and arrangement are fixed as a whole. The utility model has the technical effect of good integrity, good durability, strong adaptation to the multiple distortion ability of beaches, convenient construction and can be used in fierce washout regions.
Description
Technical field:
The utility model relates to the soft raft of scour protectors such as can be used for dykes and dams, riverbank, bottom, riverbed and beach face.
Background technology
A kind of soft raft is arranged in the prior art, the geotextile of arranging adopts polypropylene woven cloth or the woven cloth of polypropylene, ballast adopts sand pocket or stone, arrange and be provided with nylon rope reinforcing rib or reinforced bands, because it is relatively poor that employing sand pocket or piece stone are done its globality of soft raft, durability, economy and the compliance of ballast, therefore, wash away at embankment, riverbed etc. that comparatively violent zone needs that a kind of good integrity, durability are strong, economical and practical, easy construction and the soft raft that can adapt to the beach multidirectional deformation come river bottom protection.
The utility model content
The utility model technical issues that need to address provide a kind of scour protector and use, and easy construction rapidly and adapt to the soft raft of beach multidirectional deformation.
The technical solution of the utility model comprises arranges and ballast, it is characterized in that: reinforced bands and the colligation ring of making uniform arrangement on arranging, ballast on arranging is the concrete interlocking block that has pre-buried rope, and concrete interlocking block is reeved the colligation ring and fixing and the one of arranging on the reinforced bands.
Technique effect of the present utility model is that the ability of good integrity, good endurance, adaptation beach multidirectional deformation is strong, and easy construction can be used for washing away comparatively violent zone.
Description of drawings
Fig. 1 is the structural layout plan of reinforced bands and colligation ring on the utility model row body;
Fig. 2 is the utility model concrete interlocking block unit connection diagram;
Fig. 3 is the whole connection diagram of the utility model concrete interlocking block.
The specific embodiment
Implement main points more of the present utility model below in conjunction with description of drawings:
The utility model comprises arranges 1 and ballast, arrange and make the reinforced bands 2 and the colligation ring 3 of uniform arrangement on 1, the ballast of arranging on 1 is the concrete interlocking block 5 that has pre-buried rope 4, and concrete interlocking block 5 usefulness colligation ropes pass the colligation ring 3 and the 1 fixing and one of arranging on the reinforced bands 2.
Described in the utility model arranging 1 can be that the individual layer geotextile materials constitutes, as polypropylene woven cloth, the woven cloth of polypropylene etc., its individual layer weight generally should 〉=150g/m
2The composite earthwork cloth that also can adopt above-mentioned two kinds of cloth to be composited with nonwoven acupuncture respectively, its individual layer weight generally should 〉=150g/m
2
Reinforced bands 2 general available polypropylene materials, its width can be set to 〉=5cm according to the stressing conditions in the soft raft construction, generally adopts specifications such as 5cm, 7cm or 10cm.Colligation ring 3 diameters that utilize reinforced bands 2 to make should be greater than the colligation rope diameter, and general colligation ring 3 diameters are about three times of colligation rope diameter, so that colligation ring 3 is made and artificial wire rope handling colligation.The ballast of arranging on 1 is to connect the concrete interlocking block 5 that forms by pre-buried rope 4, removes operation for ease of hanging, and concrete interlocking block 5 pre-buried ropes 4 adopt polypropylene ropes, rope diameter 〉=10mm.
Concrete interlocking segment soft raft is generally by arranging ship or lifting machine is laid.Lifting machine is laid and generally is used for the shoal, arranges the soft raft of laying in water peculiar to vessel.Laying process: row's body is deployed in and arranges on the ship platform → every concrete interlocking segment hangs onto on row's body and on the row of the being fixed on body → from the gun wale slide plate rely on deadweight on the slope the sliding force of generation slip into successively in the water → finish to arranging.
Claims (5)
1, a kind of concrete interlocking block soft mattress, comprise and arranging and ballast, it is characterized in that: reinforced bands and the colligation ring of making uniform arrangement on arranging, ballast on arranging is the concrete interlocking block that has pre-buried rope, and concrete interlocking block is reeved the colligation ring and fixing and the one of arranging on the reinforced bands.
2, sand rib soft raft according to claim 1 is characterized in that: arranging can be that the individual layer geotextile materials constitutes, its weight 〉=150g/m
2
3, sand rib soft raft according to claim 1 is characterized in that: arranging also can be that the above geotextile materials acupuncture of one deck is composited its individual layer weight 〉=150g/m
2
4, sand rib soft raft according to claim 1, it is characterized in that: reinforced bands is made of polypropylene material, its width 〉=5cm.
5, sand rib soft raft according to claim 1 is characterized in that: rope pre-buried in the concrete interlocking block adopts polypropylene rope, rope diameter 〉=10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03229836 CN2605301Y (en) | 2003-03-27 | 2003-03-27 | Concrete interlocked block soft configuration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03229836 CN2605301Y (en) | 2003-03-27 | 2003-03-27 | Concrete interlocked block soft configuration |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2605301Y true CN2605301Y (en) | 2004-03-03 |
Family
ID=34165071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03229836 Expired - Lifetime CN2605301Y (en) | 2003-03-27 | 2003-03-27 | Concrete interlocked block soft configuration |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2605301Y (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1789608B (en) * | 2004-12-18 | 2010-09-01 | 邱则有 | Hollow reinforced concrete slab |
| CN101313110B (en) * | 2005-11-22 | 2010-11-03 | 申承宗 | Construction method of embankment |
| CN102635090A (en) * | 2012-04-28 | 2012-08-15 | 上海市水利工程设计研究院 | Surface protection structure suitable for soil base underwater foundation bed with ultrahigh flow rate |
| CN103953000A (en) * | 2014-03-28 | 2014-07-30 | 中交上海航道勘察设计研究院有限公司 | Interlocking block soft row |
| CN104164855A (en) * | 2014-07-10 | 2014-11-26 | 长江航道局荆江航道整治工程建设指挥部 | Self-locking buckle for tying concrete block with tying band |
| CN104594291A (en) * | 2014-12-23 | 2015-05-06 | 重庆交通大学 | Soft mattress sinking construction method capable of improving mattress sinking smoothness degree |
| CN104612106A (en) * | 2014-12-23 | 2015-05-13 | 重庆交通大学 | Water permeable geotechnical soft mattress structure |
| CN104746470A (en) * | 2015-02-25 | 2015-07-01 | 重庆交通大学 | Simulation production method for river bottom protection line of river physical model |
| CN106120648A (en) * | 2016-08-05 | 2016-11-16 | 郭岳 | A kind of reinforcement protection filtration material |
| CN106284210A (en) * | 2016-08-05 | 2017-01-04 | 郭岳 | Reinforcement protection filtration material and processing method thereof |
| CN106337395A (en) * | 2016-10-12 | 2017-01-18 | 珠江水利委员会珠江水利科学研究院 | Concrete hinge soft-body mattress structure used for underwater anti-scouring protective projects |
| CN106381839A (en) * | 2016-10-10 | 2017-02-08 | 郭岳 | Reinforced protection anti-filtration material and concrete interlocking block weighted reinforced protection anti-filtration material |
| CN110306502A (en) * | 2019-05-27 | 2019-10-08 | 湖北省水利水电规划勘测设计院 | A kind of cast-type diversion canal means of defence |
-
2003
- 2003-03-27 CN CN 03229836 patent/CN2605301Y/en not_active Expired - Lifetime
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1789608B (en) * | 2004-12-18 | 2010-09-01 | 邱则有 | Hollow reinforced concrete slab |
| CN101313110B (en) * | 2005-11-22 | 2010-11-03 | 申承宗 | Construction method of embankment |
| CN102635090A (en) * | 2012-04-28 | 2012-08-15 | 上海市水利工程设计研究院 | Surface protection structure suitable for soil base underwater foundation bed with ultrahigh flow rate |
| CN103953000A (en) * | 2014-03-28 | 2014-07-30 | 中交上海航道勘察设计研究院有限公司 | Interlocking block soft row |
| CN103953000B (en) * | 2014-03-28 | 2019-09-03 | 中交上海航道勘察设计研究院有限公司 | Interlocking block soft row |
| CN104164855A (en) * | 2014-07-10 | 2014-11-26 | 长江航道局荆江航道整治工程建设指挥部 | Self-locking buckle for tying concrete block with tying band |
| CN104164855B (en) * | 2014-07-10 | 2016-08-17 | 长江航道局荆江航道整治工程建设指挥部 | Self-locking fastener tied up by a kind of concrete block frenulum |
| CN104612106B (en) * | 2014-12-23 | 2016-03-30 | 重庆交通大学 | A kind of permeable geotechnique soft raft structure |
| CN104594291B (en) * | 2014-12-23 | 2016-05-18 | 重庆交通大学 | A kind of soft raft mattress sinking construction method that can improve mattress sinking smooth degree |
| CN104612106A (en) * | 2014-12-23 | 2015-05-13 | 重庆交通大学 | Water permeable geotechnical soft mattress structure |
| CN104594291A (en) * | 2014-12-23 | 2015-05-06 | 重庆交通大学 | Soft mattress sinking construction method capable of improving mattress sinking smoothness degree |
| CN104746470A (en) * | 2015-02-25 | 2015-07-01 | 重庆交通大学 | Simulation production method for river bottom protection line of river physical model |
| CN106120648A (en) * | 2016-08-05 | 2016-11-16 | 郭岳 | A kind of reinforcement protection filtration material |
| CN106284210A (en) * | 2016-08-05 | 2017-01-04 | 郭岳 | Reinforcement protection filtration material and processing method thereof |
| CN106381839A (en) * | 2016-10-10 | 2017-02-08 | 郭岳 | Reinforced protection anti-filtration material and concrete interlocking block weighted reinforced protection anti-filtration material |
| CN106337395A (en) * | 2016-10-12 | 2017-01-18 | 珠江水利委员会珠江水利科学研究院 | Concrete hinge soft-body mattress structure used for underwater anti-scouring protective projects |
| CN110306502A (en) * | 2019-05-27 | 2019-10-08 | 湖北省水利水电规划勘测设计院 | A kind of cast-type diversion canal means of defence |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2605301Y (en) | Concrete interlocked block soft configuration | |
| CN103422470B (en) | Earthworking reinforced bar protection filtration material | |
| CN1218129A (en) | Anti-scouring component for underwater construction and constructioning method therefor | |
| TW201938884A (en) | Scour-preventing unit and scour-prevent method | |
| CN2605302Y (en) | Sand ribbed soft configuration | |
| CN104452665B (en) | Abyssal region seawall sand quilt laying method | |
| CN207314271U (en) | Mold-bagged concrete protective slope structure and the steel reinforcement cage with anchor structure | |
| CN104594291B (en) | A kind of soft raft mattress sinking construction method that can improve mattress sinking smooth degree | |
| CN206267097U (en) | For the concrete hinge soft raft structure of antiscour protection works under water | |
| JP3964192B2 (en) | Coating material, coating material production method, anti-scouring structure, anti-scouring method | |
| CN205875228U (en) | Pile foundation scour prevention denudes structure | |
| CN2302289Y (en) | Earth work fabric soft revetment | |
| CN112627105A (en) | River course is thrown and is filled protection with filling sand bag | |
| CN111305153A (en) | Reinforced reverse filter liner type riprap revetment sand filling pipe bag | |
| CN207659918U (en) | Environmentally friendly anti-filter composite earthwork cloth and its use structure | |
| KR100994740B1 (en) | Vegetation net pad constructing on inclined plane or waterside and the method thereof | |
| CN2605300Y (en) | Earthwork fabric-filled sand pocket | |
| CN208668353U (en) | A kind of spliced flexible guiding device | |
| CN210507308U (en) | Bottom protection structure for local scouring protection of coastal and offshore engineering structures | |
| JPH08158344A (en) | Construction of revetment by use of natural stone | |
| CN111878664A (en) | Underwater plastic protection blanket based on high polymer material | |
| KR20120008147A (en) | The gabion of dividing line and establishment method | |
| CN107675717A (en) | Phytal zone green jumbo bag cofferdam construction method | |
| CN205636646U (en) | Sand pillow software row | |
| CN2723514Y (en) | Anti-flood repairing piping filter pad |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CCCC SHANGHAI WATERWAY SURVEY AND DESIGN INST. CO. Free format text: FORMER NAME OR ADDRESS: SHANGHAI WATERWAY SURVEY AND DESIGN INST. |
|
| CP03 | Change of name, title or address |
Address after: 200120 No. 850, Pudong Avenue, Pudong New Area, Shanghai Patentee after: Shanghai Waterway Engineering Design and Consulting Co., Ltd. Address before: 200120 No. 850, Pudong Avenue, Pudong New Area, Shanghai Patentee before: Shanghai Waterway Survey and Design Inst. |
|
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20130327 Granted publication date: 20040303 |