CN104878768A - Revetment of freshwater aquaculture pond and construction method of revetment - Google Patents
Revetment of freshwater aquaculture pond and construction method of revetment Download PDFInfo
- Publication number
- CN104878768A CN104878768A CN201510304234.XA CN201510304234A CN104878768A CN 104878768 A CN104878768 A CN 104878768A CN 201510304234 A CN201510304234 A CN 201510304234A CN 104878768 A CN104878768 A CN 104878768A
- Authority
- CN
- China
- Prior art keywords
- centimetres
- ridge
- slope
- construction method
- spray
- 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.)
- Pending
Links
Abstract
The invention discloses a revetment of a freshwater aquaculture pond and a construction method of the revetment. The construction method includes the steps of pond slope fishing, construction machinery and material preparation, guniting, backfilling, capping and maintaining. A pond revetment building mode which is low in construction cost, long in service life and good in slope protection effect is provided, and the revetment is simple in operation and high in practicability and has remarkable economic and social benefit.
Description
Technical field
The invention belongs to technical field of aquaculture, particularly one is for freshwater aquiculture pond protecting slope and construction method.
Background technology
Pond protecting slope is the important component part that freshwater aquiculture pond is built, and in maintenance pond shape, extends the aspects such as pond application life and has important function.In pond without in bank protection protection situation; pool wall is subject to pond water soaking for a long time, wash away and the impact of the external force such as stormy waves beating; pool wall is easily caused to occur the phenomenons such as landslide landslide; cause pond depth shallower; carrying capacity reduces; direct reduction pond productivity, increase aquaculture cost etc., therefore bank protection seems particularly important in cultivating pool process of construction.Existing freshwater aquiculture pond protecting slope mainly adopts the forms such as stone bank protection, brick bank protection and plastic sheeting bank protection, wherein adopts stone, brick bank protection, long service life, and protection effect is good, but involves great expense, and aquaculture cost increases; Plastic sheeting bank protection construction cost is low, but the easy aging breakage of plastic sheeting, application life is short, need change within a certain period of time.Therefore, be badly in need of the pond protecting slope mode of construction that a kind of cost is low, long service life, protection effect are good, become the content that aquatic science and technology worker explores.
Summary of the invention
For above-mentioned situation, the object of the invention is just to provide a kind of freshwater aquiculture pond protecting slope and construction method.
For achieving the above object, the technical solution used in the present invention is: it is characterized in that being made up of following steps:
1, slope, pond body finishing: by 1: 1.5 slope than finishing slope body, need in side slope, excavate 2-3 according to cultivation and enclose step so that production operation, step width is 30-50 centimetre, mechanical flattening-out compacting.Ring ridge pin surrounding digs dark 50 centimetres, wide 40 centimetres of grooves, and the soil dug out is put at the bottom of the limes marginis pool stand-by.
2, construction machinery and material: construct with one, 90 kilowatts of air compressors, 7.5 kilowatts of spraying machines one.When there is no power supply or power deficiency, need preparation motor.One, mixer.Material selection cement, yellow ground, stone (melon seeds sheet, particle diameter about 0.75 centimetre), in 1: 2: 3 ratio, utilize the abundant mix of mixer.
3, whitewash: first spray ring ridge pin surrounding groove, disposablely to complete.Spray ridge wall again, ridge wall divides and completes for three times.Groove once completes piecemeal, and thickness is 15 centimetres.Ridge wall thickness about 3 centimetres, manually makes real and evens out, after head layer solidifies, and the spray second layer, the same first floor of thickness, method.After the second layer solidifies, spray C20 mortar, thickness is about 2 centimetres, is closed flat.GPRS good spraying machine water supply valve size during whitewashing, will turn down valve during spray groove, valve will be tuned up, be advisable with concrete energy wall built-up during spray ridge wall.
4, backfill, bear down on one: digging groove is before positioned on the earthen backfill at the bottom of the pool to the concrete of groove.Do 50 centimetres of wide concrete to bear down on one at Tang Kou edge to face, the ridge, compacting of clapping, in case ooze under the ponding of the ridge, the pool.
5, maintenance: should start covering curing after initial set, overburden is the tablets such as straw, the piece of sack, establishment cloth, and start to water after final set (after 12 hours), the time is 5-7 days.
Beneficial effect of the present invention: a kind of freshwater aquiculture pond protecting slope of the present invention and construction method, provide the pond protecting slope mode of construction that a kind of cost is low, long service life, protection effect are good, simple to operate, practical, high financial profit.
Accompanying drawing explanation
Fig. 1 is construction flow chart of the present invention.
Detailed description of the invention
Below in conjunction with concrete condition and construction flow chart, the specific embodiment of the present invention is elaborated.
Embodiment 1
1, slope, pond body finishing: by 1: 1.5 slope than finishing slope body, need in side slope, to excavate two circle steps so that production operation according to cultivation, step width is 30 centimetres, mechanical flattening-out compacting.Ring ridge pin surrounding digs dark 50 centimetres, wide 40 centimetres of grooves, and the soil dug out is put at the bottom of the limes marginis pool stand-by.
2, construction machinery and material: construct with one, 90 kilowatts of air compressors, 7.5 kilowatts of spraying machines one.When there is no power supply or power deficiency, need preparation motor.One, mixer.Material selection cement, yellow ground, stone (melon seeds sheet, particle diameter about 0.75 centimetre), in 1: 2: 3 ratio, utilize the abundant mix of mixer.
3, whitewash: first spray ring ridge pin surrounding groove, disposablely to complete.Spray ridge wall again, ridge wall divides and completes for three times.Groove once completes piecemeal, and thickness is 15 centimetres.Ridge wall thickness about 3 centimetres, manually makes real and evens out, after head layer solidifies, and the spray second layer, the same first floor of thickness, method.After the second layer solidifies, spray C20 mortar, thickness is about 2 centimetres, is closed flat.GPRS good spraying machine water supply valve size during whitewashing, will turn down valve during spray groove, valve will be tuned up, be advisable with concrete energy wall built-up during spray ridge wall.
4, backfill, bear down on one: digging groove is before positioned on the earthen backfill at the bottom of the pool to the concrete of groove.Do 50 centimetres of wide concrete to bear down on one at Tang Kou edge to face, the ridge, compacting of clapping, in case ooze under the ponding of the ridge, the pool.
5, maintenance: should start covering curing after initial set, overburden is straw, starts water (after 12 hours) after final set, and the time is 5-7 days.
Embodiment 2
1, slope, pond body finishing: by 1: 1.5 slope than finishing slope body, need in side slope, to excavate three circle steps so that production operation according to cultivation, step width is 50 centimetres, mechanical flattening-out compacting.Ring ridge pin surrounding digs dark 50 centimetres, wide 40 centimetres of grooves, and the soil dug out is put at the bottom of the limes marginis pool stand-by.
2, construction machinery and material: construct with one, 90 kilowatts of air compressors, 7.5 kilowatts of spraying machines one.When there is no power supply or power deficiency, need preparation motor.One, mixer.Material selection cement, yellow ground, stone (melon seeds sheet, particle diameter about 0.75 centimetre), in 1: 2: 3 ratio, utilize the abundant mix of mixer.
3, whitewash: first spray ring ridge pin surrounding groove, disposablely to complete.Spray ridge wall again, ridge wall divides and completes for three times.Groove once completes piecemeal, and thickness is 15 centimetres.Ridge wall thickness about 3 centimetres, manually makes real and evens out, after head layer solidifies, and the spray second layer, the same first floor of thickness, method.After the second layer solidifies, spray C20 mortar, thickness is about 2 centimetres, is closed flat.GPRS good spraying machine water supply valve size during whitewashing, will turn down valve during spray groove, valve will be tuned up, be advisable with concrete energy wall built-up during spray ridge wall.
4, backfill, bear down on one: digging groove is before positioned on the earthen backfill at the bottom of the pool to the concrete of groove.Do 50 centimetres of wide concrete to bear down on one at Tang Kou edge to face, the ridge, compacting of clapping, in case ooze under the ponding of the ridge, the pool.
5, maintenance: should start covering curing after initial set, overburden is the piece of sack, starts water (after 12 hours) after final set, and the time is 5-7 days.
The present invention is by validity check, and 1. cultivating pool bank protection and construction method have broken traditional bank protection mode; 2. select spraying type bank protection, save cost; 3. simple to operate, long service life, high financial profit.
Generally speaking, the inventive method provides a kind of new bank protection mode to cultivating pool bank protection, is that of cultivating pool bank protection innovates greatly, extends application life in pond, saved aquaculture cost, for aquaculture provides the foundation guarantee.
Claims (5)
1. freshwater aquiculture pond protecting slope and a construction method, it is characterized in that being made up of following steps:
Step 1: slope, pond body is repaired, by 1: 1.5 slope than finishing slope body, need in side slope, excavate 2-3 according to cultivation and enclose step so that production operation, step width is 30-50 centimetre, the compacting of machinery flattening-out, ring ridge pin surrounding digs dark 50 centimetres, wide 40 centimetres of grooves, and the soil dug out is put at the bottom of the limes marginis pool stand-by;
Step 2: construction machinery and material, construct with one, 90 kilowatts of air compressors, 7.5 kilowatts of spraying machines one, when there is no power supply or power deficiency, need preparation motor, one, mixer, material selection cement, yellow ground, stone (melon seeds sheet, particle diameter 0.75 centimetre) in 1: 2: 3 ratio, utilize the abundant mix of mixer;
Step 3: whitewashing, first spray ring ridge pin surrounding groove, disposablely completes, then sprays ridge wall; ridge wall divides and completes for three times; groove once completes piecemeal, and thickness is 15 centimetres, ridge wall thickness about 3 centimetres; manually make real and even out; after head layer solidifies, the spray second layer, the same first floor of thickness, method; after the second layer solidifies; spray C20 mortar, thickness is about 2 centimetres, is closed flat; GPRS good spraying machine water supply valve size during whitewashing; valve will be turned down during spray groove, valve will be tuned up, concrete energy wall built-up during spray ridge wall;
Step 4: backfill, bear down on one, is positioned on the earthen backfill at the bottom of the pool to the concrete of groove by digging groove before, does 50 centimetres of wide concrete and bear down on one, compacting of clapping, in case ooze under the ponding of the ridge, the pool at Tang Kou edge to face, the ridge;
Step 5: maintenance, should start covering curing after initial set, and overburden is the tablets such as straw, the piece of sack, establishment cloth, and start to water after final set (after 12 hours), the time is 5-7 days.
2. a kind of freshwater aquiculture pond protecting slope according to claim 1 and construction method, it is characterized in that in described step (1), side slope being excavated 2-3 encloses step, step width is 30-50 centimetre.
3. a kind of freshwater aquiculture pond protecting slope according to claim 1 and construction method, is characterized in that in described step (2), cement, yellow ground, stone (melon seeds sheet, particle diameter 0.75 centimetre) ratio are 1: 2: 3.
4. a kind of freshwater aquiculture pond protecting slope according to claim 1 and construction method, is characterized in that, in described step (2), melon seeds sheet cobble-stone diameter is 0.75 centimetre.
5. a kind of freshwater aquiculture pond protecting slope according to claim 1 and construction method, is characterized in that in described step (4), and mouth top place, the pool does 50 centimetres of wide concrete and bears down on one to face, the ridge.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510304234.XA CN104878768A (en) | 2015-06-01 | 2015-06-01 | Revetment of freshwater aquaculture pond and construction method of revetment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510304234.XA CN104878768A (en) | 2015-06-01 | 2015-06-01 | Revetment of freshwater aquaculture pond and construction method of revetment |
Publications (1)
Publication Number | Publication Date |
---|---|
CN104878768A true CN104878768A (en) | 2015-09-02 |
Family
ID=53946429
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510304234.XA Pending CN104878768A (en) | 2015-06-01 | 2015-06-01 | Revetment of freshwater aquaculture pond and construction method of revetment |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104878768A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105265372A (en) * | 2015-11-17 | 2016-01-27 | 中国水产科学研究院黄海水产研究所 | Slope protection structure of sea cucumber culturing pond and construction method thereof |
CN105951671A (en) * | 2016-05-18 | 2016-09-21 | 连云港众利水产养殖有限公司 | Pond slope protection method |
CN110226554A (en) * | 2019-06-11 | 2019-09-13 | 湖南华绿生态农业发展有限公司 | A kind of shrimp pool of Australia freshwater lobster |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29716994U1 (en) * | 1997-09-23 | 1997-11-13 | Teichform Gmbh | Artificial garden pond |
CN102134842A (en) * | 2011-02-22 | 2011-07-27 | 中国水产科学研究院长江水产研究所 | Method for building fishpond protecting slope |
CN201952781U (en) * | 2011-03-03 | 2011-08-31 | 王海元 | Pond for cultivation |
CN102995605A (en) * | 2012-12-10 | 2013-03-27 | 山东省海水养殖研究所 | Protection slope for seawater aquaculture pond and construction method thereof |
CN203200713U (en) * | 2013-04-11 | 2013-09-18 | 杭州园林设计院股份有限公司 | Fishpond protection revetment |
-
2015
- 2015-06-01 CN CN201510304234.XA patent/CN104878768A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29716994U1 (en) * | 1997-09-23 | 1997-11-13 | Teichform Gmbh | Artificial garden pond |
CN102134842A (en) * | 2011-02-22 | 2011-07-27 | 中国水产科学研究院长江水产研究所 | Method for building fishpond protecting slope |
CN201952781U (en) * | 2011-03-03 | 2011-08-31 | 王海元 | Pond for cultivation |
CN102995605A (en) * | 2012-12-10 | 2013-03-27 | 山东省海水养殖研究所 | Protection slope for seawater aquaculture pond and construction method thereof |
CN203200713U (en) * | 2013-04-11 | 2013-09-18 | 杭州园林设计院股份有限公司 | Fishpond protection revetment |
Non-Patent Citations (1)
Title |
---|
郁蔚文等: "新型混凝土池塘护坡技术的研究", 《中国水产》 * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105265372A (en) * | 2015-11-17 | 2016-01-27 | 中国水产科学研究院黄海水产研究所 | Slope protection structure of sea cucumber culturing pond and construction method thereof |
CN105951671A (en) * | 2016-05-18 | 2016-09-21 | 连云港众利水产养殖有限公司 | Pond slope protection method |
CN105951671B (en) * | 2016-05-18 | 2018-03-23 | 连云港众利水产养殖有限公司 | A kind of pond protecting slope method |
CN110226554A (en) * | 2019-06-11 | 2019-09-13 | 湖南华绿生态农业发展有限公司 | A kind of shrimp pool of Australia freshwater lobster |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103215960B (en) | Grouting method for high polymer vertical support system | |
CN100415079C (en) | Vegetation ecological concrete precast block and preparation method thereof | |
CN104878768A (en) | Revetment of freshwater aquaculture pond and construction method of revetment | |
CN204002836U (en) | The high-strength yield supporting structure of heavily stressed broken soft rock chamber | |
CN106120822B (en) | A kind of method for protecting support and device that prevent mud stone from coming down | |
CN214497398U (en) | Ecological environment-friendly water conservancy bank protection | |
CN202577231U (en) | Interlocking ecological hydraulic building block revetment | |
CN207469269U (en) | A kind of hydraulic engineering High strength geogrid structure class ecological revetment | |
CN106868969B (en) | A kind of landscape is mated formation floor tile and preparation method thereof | |
CN103979880A (en) | Pipeline engineering trench backfill material cement all-in-one mixture and preparation method thereof | |
CN108221876A (en) | A kind of hydraulic engineering flood discharge antiseepage dam | |
CN102134842A (en) | Method for building fishpond protecting slope | |
CN208455647U (en) | Soft Rock Slope ecological safeguard structure | |
CN206143783U (en) | Prevent supporting device on mud stone landslide | |
CN203247604U (en) | Composite foundation of mixture of port engineering riprap foundation bed and underwater non-dispersion concrete | |
CN204212105U (en) | Flexible fabricated protective slope structure | |
CN207700167U (en) | A kind of prefabricated small water conservancy U-type groove | |
CN104895095A (en) | A method of reinforcing deep water foundation pit steel sheet pile cofferdams | |
CN206408585U (en) | One kind borders on the sea beach ecologic planting shore protection | |
CN205679146U (en) | A kind of artificial pond device for reducing dust for chimney blasting | |
CN104652404A (en) | Method for carrying out resource utilization on caustic slag after physical dehydrating | |
CN106245656B (en) | A kind of construction method for the supporting improving sidesway for master and slave type foundation pit group | |
CN205742168U (en) | A kind of power underlying stirring wheel device | |
CN203821487U (en) | Prefabricated anti-skid cistern bank | |
CN212316824U (en) | Secondary pebble and block stone mixed landscape revetment node structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
EXSB | Decision made by sipo to initiate substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150902 |
|
WD01 | Invention patent application deemed withdrawn after publication |