CN102121242A - New process for water-carrying slope protection for fish pond - Google Patents
New process for water-carrying slope protection for fish pond Download PDFInfo
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- CN102121242A CN102121242A CN 201110069829 CN201110069829A CN102121242A CN 102121242 A CN102121242 A CN 102121242A CN 201110069829 CN201110069829 CN 201110069829 CN 201110069829 A CN201110069829 A CN 201110069829A CN 102121242 A CN102121242 A CN 102121242A
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- culvert pipe
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Abstract
The invention relates to a new process for water-carrying slope protection for a fish pond. The process comprises the following several steps of: a, piling cement culvert pipes, namely customizing prefabricated cement culvert pipes according to the depth of the pond, selecting the cement culvert pipes with height of 1 to 1.5 meters, outside diameter of 20 to 30 centimeters and thickness of 1 to 2 centimeters, vertically piling the cement culvert pipes in sequence to form a cement culvert pipe wall, and lightly pressing the cement culvert pipes into the soil for 50 to 80 centimeters by manpower; b, filling and compacting the soil; c, performing connection by using a steel wire rope, namely after the soil is filled and compacted, tightening and integrally fixing all the cement culvert pipes by using the steel wire rope; and d, pouring the top surface, namely pouring the top surface of the cement culvert pipes fixed by the steel wire rope to form a cement plane with thickness of 2.5 to 3.5 centimeters and width of 60 to 80 centimeters. By adopting the cement culvert pipes for water-carrying piling slope protection, the process has good stability, low construction difficulty and low cost.
Description
Technical field
The present invention relates to a kind of fishpond band water bank protection new technology.
Background technology
For a long time, owing to multiple reason, it is unhappy that paces are transformed in the pond, causes the continuous deterioration of cultivating pool working condition, and resource can be utilized the space continuous decrease, influences culture benefit, has restricted the development of modern high efficient fishery to a certain extent.Tradition fishpond bank protection all is to carry out under the situation on the fishpond low water stage or the dried pool, generally speaking, the time out of breeding fish of this area is in December, January, and the temperature of this moment is generally all about 0 ℃, be unfavorable for concrete solidifying, freezing easily, if will construct, can influence the ordinary production in fish pond owing to reasons such as durations according to traditional bank protection mode.In transformed in nearly 2 years standardization fishpond, most of fishpond all was a contract to individuals, if according to traditional hard bank protection technology, need after doing the pool, the fishpond carry out, will certainly influence normal operation like this, also have influence on the immediate interest of contracting the family, thereby advance difficulty bigger.Research and develop a kind of ordinary production management that do not influence, and the new technology that can carry out the bank protection operation with water, the new problem of pendulum in face of us become.
Summary of the invention
The purpose of this invention is to provide that a kind of steadiness is strong, the fishpond band water bank protection new technology of saving of labor's abridged edition.
The technical solution used in the present invention is:
Fishpond band water bank protection new technology, it comprises following step:
A, the piling of cement culvert pipe, the depth according to the pond, prefabricated cement culvert pipe customized, select cement culvert pipe height 1m～1.5m, culvert pipe external diameter 20 cm～30cm, pipe thickness 1 cm～2cm is transported to the limit, pond with prefabricated cement culvert pipe and puts successively, along the pond bank cement culvert pipe is uprightly driven piles according to the order of sequence then, form a water blockoff mud culvert pipe body of wall, during piling, the high-pressure pump hydraulic giant tied up on iron, put in the cement culvert pipe, utilize the position of iron control giant, by the hydraulic giant impulse force, make that manpower pressed down the cement culvert pipe gently when the interior pond sludge of culvert pipe melted into mud, the depth and designing requirement according to Chi Shui are pressed into 50～80cm in the earth with culvert pipe;
B, banket and compacting, after the piling of cement culvert pipe is finished, leave a fixed gap between cement culvert pipe and the slope, former pond, with the bulldozer instrument near earth is inserted compacting, flattened, utilize rake and spade instrument to tamp with soil in the cement culvert pipe simultaneously, when banketing, find minority culvert pipe loose shift, in time revise;
C, wire rope connect, and behind the fill compaction, with wire rope all cement culvert pipe are strained overall fixed;
The cast of d, end face is used concrete cast-in-situ above the cement culvert pipe that above-mentioned wire rope is fixed, and the cement plane of thick 2.5～3.5cm, wide 60～80cm gets final product.
Cement culvert pipe external diameter is preferably 25cm, and surpassing 30cm construction cost and difficulty of construction increases, because relatively large towards slurry degree of enclosing and quantity of sand and mud, the pile body stability of foundation descends on the contrary, though reduce less than 20cm construction cost and difficulty of construction, sloping body holding capacity does not reach, should out of shape caving in.
Cement culvert pipe pipe range is preferably 120cm, pipe thickness is preferably 1.5 cm, pile tube length (a following degree of depth) is the sandy loam character and the pond degree of depth according to the pond soil property, pile tube buries the native degree of depth 60 ~ 80cm, expose 50 ~ 70cm, driving depth all obviously descends less than expose degree of depth holding capacity, firmness, stability.
Provide following several scheme to be comparative study (seeing the following form) A: cement board is a body of wall piling bank protection; B: adopt hollow cuboid concrete products piling bank protection; C: cement culvert pipe band water piling bank protection; D: whole reinforcing bar is poured.
The result: adopt cement culvert pipe band water piling bank protection, good stability, difficulty of construction is less, and cost is low.
Advantage of the present invention:
1, the bank protection material of main part of Cai Yonging---cement culvert pipe is made simply, and cost is lower.
2, this technology practicable band water operation of constructing is not subjected to the restriction of season and fish pond water level, does not influence the ordinary production in fish pond.
3, saving of labor's abridged edition.This technology bank protection work efficiency height, cost is relatively low, with cement pre-fabricated panel bank protection technology ratio, saves about 192 yuan of costs for every meter; With concrete cast-in-situ bank protection technology ratio, save about 72 yuan of costs for every meter, cost only is about 30～50% of a conventional bank protection.
4, steadiness is strong.This technology bank protection, the slope body has extremely strong stability and fastness, and conventional cement pre-fabricated panel and concrete cast-in-situ bank protection mode, its bottom of sloping body of bank protection is washed in a pan empty easily and is damaged, and that the cement culvert pipe that this technology bank protection is adopted is imbedded earth is darker, just this phenomenon can not take place.
5, be beneficial to draw in the net the operation.Cement pre-fabricated panel and concrete cast-in-situ bank protection mode be owing to all need water footing, wearing and tearing fishing net easily when drawing in the net in the fish pond, and especially the etting infraclass is very easily impaired; And cement culvert pipe piling is banketed and is built this technology of bank protection and avoided this drawback well.
The specific embodiment
The following examples but do not limit the present invention in order to explanation the present invention.
Embodiment 1
Fishpond band water bank protection new technology, it comprises following step:
A, the piling of cement culvert pipe, the depth according to the pond, prefabricated cement culvert pipe customized, select cement culvert pipe height 1m, culvert pipe external diameter 20 cm, pipe thickness 1 cm is transported to the limit, pond with prefabricated cement culvert pipe and puts successively, along the pond bank cement culvert pipe is uprightly driven piles according to the order of sequence then, form a water blockoff mud culvert pipe body of wall, during piling, the high-pressure pump hydraulic giant tied up on iron, put in the cement culvert pipe, utilize the position of iron control giant, by the hydraulic giant impulse force, make that manpower pressed down the cement culvert pipe gently when the interior pond sludge of culvert pipe melted into mud, according to the depth and the designing requirement of Chi Shui, culvert pipe is pressed into 50 cm in the earth;
B, banket and compacting, after the piling of cement culvert pipe is finished, leave a fixed gap between cement culvert pipe and the slope, former pond, with the bulldozer instrument near earth is inserted compacting, flattened, utilize rake and spade instrument to tamp with soil in the cement culvert pipe simultaneously, when banketing, find minority culvert pipe loose shift, in time revise;
C, wire rope connect, and behind the fill compaction, with wire rope all cement culvert pipe are strained overall fixed;
The cast of d, end face is used concrete cast-in-situ above the cement culvert pipe that above-mentioned wire rope is fixed, and the cement plane of thick 2.5cm, wide 60cm gets final product.
Embodiment 2
Fishpond band water bank protection new technology, it comprises following step:
A, the piling of cement culvert pipe, the depth according to the pond, prefabricated cement culvert pipe customized, select cement culvert pipe height 1.2m, culvert pipe external diameter 25 cm, pipe thickness 1.5cm is transported to the limit, pond with prefabricated cement culvert pipe and puts successively, along the pond bank cement culvert pipe is uprightly driven piles according to the order of sequence then, form a water blockoff mud culvert pipe body of wall, during piling, the high-pressure pump hydraulic giant tied up on iron, put in the cement culvert pipe, utilize the position of iron control giant, by the hydraulic giant impulse force, make that manpower pressed down the cement culvert pipe gently when the interior pond sludge of culvert pipe melted into mud, the depth and designing requirement according to Chi Shui are pressed into 65cm in the earth with culvert pipe;
B, banket and compacting, after the piling of cement culvert pipe is finished, leave a fixed gap between cement culvert pipe and the slope, former pond, with the bulldozer instrument near earth is inserted compacting, flattened, utilize rake and spade instrument to tamp with soil in the cement culvert pipe simultaneously, when banketing, find minority culvert pipe loose shift, in time revise;
C, wire rope connect, and behind the fill compaction, with wire rope all cement culvert pipe are strained overall fixed;
The cast of d, end face is used concrete cast-in-situ above the cement culvert pipe that above-mentioned wire rope is fixed, and the cement plane of thick 3cm, wide 70cm gets final product.
Embodiment 3
Fishpond band water bank protection new technology, it comprises following step:
A, the piling of cement culvert pipe, the depth according to the pond, prefabricated cement culvert pipe customized, select cement culvert pipe height 1.5m, culvert pipe external diameter 30cm, pipe thickness 2cm is transported to the limit, pond with prefabricated cement culvert pipe and puts successively, along the pond bank cement culvert pipe is uprightly driven piles according to the order of sequence then, form a water blockoff mud culvert pipe body of wall, during piling, the high-pressure pump hydraulic giant tied up on iron, put in the cement culvert pipe, utilize the position of iron control giant, by the hydraulic giant impulse force, make that manpower pressed down the cement culvert pipe gently when the interior pond sludge of culvert pipe melted into mud, the depth and designing requirement according to Chi Shui are pressed into 80cm in the earth with culvert pipe;
B, banket and compacting, after the piling of cement culvert pipe is finished, leave a fixed gap between cement culvert pipe and the slope, former pond, with the bulldozer instrument near earth is inserted compacting, flattened, utilize rake and spade instrument to tamp with soil in the cement culvert pipe simultaneously, when banketing, find minority culvert pipe loose shift, in time revise;
C, wire rope connect, and behind the fill compaction, with wire rope all cement culvert pipe are strained overall fixed;
The cast of d, end face is used concrete cast-in-situ above the cement culvert pipe that above-mentioned wire rope is fixed, and the cement plane of thick 3.5cm, wide 80cm gets final product.
To tilt a little to the bank, pond during the piling of cement culvert pipe; The culvert pipe body of wall will form slight arc, and bow is Chi Po dorsad; Gap between culvert pipe and the slope, pond can be made a call to 1 " T " font pile body with 1～2 culvert pipe to the pond bank along culvert pipe body of wall vertical line, between each " T " font pile body at interval about 10m, if how the space can use several culvert pipe more greatly, with the increase stable degree; At Chi Jiaochu, cement culvert pipe body of wall will be polygonal or circular arc.Must compacting when banketing, particularly in culvert pipe, banket, the gradation fill compaction.After banketing, can not build immediately, according to circumstances one break time of interval, treat to build again after institute's native dry and soft compacting of fillering.
This technology band water bank protection has fundamentally changed traditional fishpond bank protection mode, is not subjected to the restriction of season and pond water level, all can construct, and saving of labor's abridged edition, fastness is strong throughout the year, and the scope of application is wider.In addition, the pond of this technology bank protection can be reduced the generation of fishpond mud effectively, reduce the disease odds, thereby improve the integrated production capacity and the benefit in fish pond, thereby, band water bank protection is the developing direction of the transformation of following fishpond, bank protection, and its popularizing application prospect is very wide.
Claims (1)
1. fishpond band water bank protection new technology is characterized in that it comprises following step:
A, the piling of cement culvert pipe, the depth according to the pond, prefabricated cement culvert pipe customized, select cement culvert pipe height 1m～1.5m, culvert pipe external diameter 20 cm～30cm, pipe thickness 1 cm～2cm is transported to the limit, pond with prefabricated cement culvert pipe and puts successively, along the pond bank cement culvert pipe is uprightly driven piles according to the order of sequence then, form a water blockoff mud culvert pipe body of wall, during piling, the high-pressure pump hydraulic giant tied up on iron, put in the cement culvert pipe, utilize the position of iron control giant, by the hydraulic giant impulse force, make that manpower pressed down the cement culvert pipe gently when the interior pond sludge of culvert pipe melted into mud, the depth and designing requirement according to Chi Shui are pressed into 50～80cm in the earth with culvert pipe;
B, banket and compacting, after the piling of cement culvert pipe is finished, leave a fixed gap between cement culvert pipe and the slope, former pond, with the excavator instrument near earth is inserted compacting, flattened, utilize rake and spade instrument to tamp with soil in the cement culvert pipe simultaneously, when banketing, find minority culvert pipe loose shift, in time revise;
C, wire rope connect, and behind the fill compaction, with wire rope all cement culvert pipe are strained overall fixed;
The cast of d, end face is used concrete cast-in-situ above the cement culvert pipe that above-mentioned wire rope is fixed, and the cement plane of thick 2.5～3.5cm, wide 60～80cm gets final product.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN 201110069829 CN102121242A (en) | 2011-03-23 | 2011-03-23 | New process for water-carrying slope protection for fish pond |
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201110069829 CN102121242A (en) | 2011-03-23 | 2011-03-23 | New process for water-carrying slope protection for fish pond |
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| CN102121242A true CN102121242A (en) | 2011-07-13 |
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| CN 201110069829 Pending CN102121242A (en) | 2011-03-23 | 2011-03-23 | New process for water-carrying slope protection for fish pond |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103104136A (en) * | 2013-01-29 | 2013-05-15 | 中国水产科学研究院东海水产研究所 | Simply-equipped rapid mud flat enclosure mesh arrangement method |
| WO2014183450A1 (en) * | 2013-05-15 | 2014-11-20 | Li Shengnan | Method for constructing confinement structure unit of ecological aquafarming facility, confinement structure of same, and application thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201172809Y (en) * | 2007-08-22 | 2008-12-31 | 焦兆平 | Flood-combating intelligent combination water proof wall |
| CN101580300A (en) * | 2008-05-12 | 2009-11-18 | 中国水产科学研究院渔业机械仪器研究所 | Method for purifying culturing water in pond ecological protection slope |
| CN101775808A (en) * | 2010-01-26 | 2010-07-14 | 四川省励自生态技术有限公司 | Plant net slope protection method |
-
2011
- 2011-03-23 CN CN 201110069829 patent/CN102121242A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201172809Y (en) * | 2007-08-22 | 2008-12-31 | 焦兆平 | Flood-combating intelligent combination water proof wall |
| CN101580300A (en) * | 2008-05-12 | 2009-11-18 | 中国水产科学研究院渔业机械仪器研究所 | Method for purifying culturing water in pond ecological protection slope |
| CN101775808A (en) * | 2010-01-26 | 2010-07-14 | 四川省励自生态技术有限公司 | Plant net slope protection method |
Non-Patent Citations (1)
| Title |
|---|
| 《科学养鱼》 20101130 刘松海,邱红 鱼池带水护坡的操作工艺 第19页,彩中插2 1 , 第11期 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103104136A (en) * | 2013-01-29 | 2013-05-15 | 中国水产科学研究院东海水产研究所 | Simply-equipped rapid mud flat enclosure mesh arrangement method |
| CN103104136B (en) * | 2013-01-29 | 2016-03-30 | 中国水产科学研究院东海水产研究所 | A kind of beach enclosure of simple and fast establishes network method |
| WO2014183450A1 (en) * | 2013-05-15 | 2014-11-20 | Li Shengnan | Method for constructing confinement structure unit of ecological aquafarming facility, confinement structure of same, and application thereof |
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Application publication date: 20110713 |