CN107245982A - A kind of construction method of mud-flat soil pond protecting slope - Google Patents
A kind of construction method of mud-flat soil pond protecting slope Download PDFInfo
- Publication number
- CN107245982A CN107245982A CN201710564538.9A CN201710564538A CN107245982A CN 107245982 A CN107245982 A CN 107245982A CN 201710564538 A CN201710564538 A CN 201710564538A CN 107245982 A CN107245982 A CN 107245982A
- Authority
- CN
- China
- Prior art keywords
- pond
- slope
- ring beam
- mud
- construction method
- 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.)
- Granted
Links
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
- E02B3/128—Coherent linings made on the spot, e.g. cast in situ, extruded on the spot
Abstract
The invention discloses a kind of construction method of mud-flat soil pond protecting slope, this method uses step-by-step construction, each step short construction period, the work progress Zhong Tang ridge are stepped, big current will not be assembled, and draining is unobstructed, thus during ability to resist splash erosion it is strong, can effectively avoid slopes from caving in downslide.The step type of this protective slope structure, can ensure the stability on pond top half cement bank protection basis for a long time, and then ensure that the stability and durability of protective slope structure.Pond protecting slope the latter half is nylon wire bank protection, does not influence microorganism in soil to carry out mass exchange with water body, while pond shape stability is ensured, self-purification capacity of the pond to water body in the pool is remained to greatest extent.
Description
Technical field
The invention belongs to technical field of aquaculture, more particularly to a kind of applying for mud-flat soil piscina bank protection
Work method.
Background technology
During aqiuculrue, pond protecting slope is particularly important, and pond protecting slope mainly plays maintenance pond shape, and extension pond uses the longevity
The effect such as life and holding bottom material of pond for breeding Ecological Stabilization.Such as the pond of not bank protection, especially mud-flat soil, by stormy waves beating and
The impact of fish body and erosion is gnawed, easily cause Chi Geng to cave in.Chi Geng landslides can reduce the actual grade in fish pond, and bottom of pond mud can also add
Thickness, while reduction fish pond productivity, adds the probability of aquatic kind morbidity, thus pond protecting slope is particularly important.
Existing pond protecting slope mainly using overall bank protection, in bank protection building process, is integrally compacted using slopes, this
Construction method, it is very impracticable in mud-flat soil pond, rainstorm weather is especially run into, rainwash easily causes slopes to collapse
Collapse.And the method for the bank protection that the present invention is announced, using step-by-step construction, each step short construction period is not influenceing construction speed
While can avoid rainstorm weather, the work progress Zhong Tang ridge are stepped, will not assemble big current, and draining is unobstructed, therefore
During ability to resist splash erosion it is strong, can effectively avoid slopes from caving in downslide.The step type of this protective slope structure, can be protected for a long time
The stability on pond top half cement bank protection basis is demonstrate,proved, and then ensure that the stability and durability of protective slope structure.Pond is protected
Slope the latter half is nylon wire bank protection, does not influence microorganism in soil to carry out mass exchange with water body, is ensureing that pond shape is steady
While qualitative, self-purification capacity of the pond to water body in the pool is remained to greatest extent.
The content of the invention
It is an object of the invention to provide a kind of construction method of mud-flat soil pond protecting slope, its technical scheme is as follows：
A kind of construction method of mud-flat soil pond protecting slope, comprises the following steps：
Step 1, side Horizon, calibration is high：The natural Horizon in place is surveyed, pond protecting slope top surface absolute altitude is determined, short group of the earthwork flattens the pond ridge
Face；
Step 2, first time unwrapping wire：Top curve is being placed towards pond lateral direction from pool inner side suitable for reading, then in top curve level
Lower collar thread is placed in the ground vertically downward in direction with the domatic plane interaction locations in pond on the inside of towards pond；
Step 3, collar tie beam plane is repaiied：By pond, top surface absolute altitude is defined, along top curve towards the side in pond direction under dig and accomplish
Upper collar tie beam platform, lower ring beam platform is repaiied along the side in lower collar thread dorsad pond；
Step 4, second of unwrapping wire：The first diatom is placed in top curve parallel direction, in the first diatom horizontal direction and lower ring beam
The second diatom is placed on the lower ring beam platform of the intersection of platform vertical direction；
Step 5, slope between collar tie beam is repaiied：The first diatom and the second diatom according to set by step 4 carry out repairing slope；
Step 6, third time unwrapping wire：On the basis of the first diatom, level is domatic with pond downwards perpendicular to the ground to pond direction
The 3rd diatom is put in intersection；
Step 7, collar tie beam position is fixed：The trigonum that the plane formed vertically downward along the 3rd diatom is surrounded with lower ring beam plane
Soil is cut out, and by lower ring beam platform plane equating；
Step 8, template-setup：In upper collar tie beam platform together with being vertically arranged respectively on lower ring beam platform template, upper collar tie beam platform
Template with respect to step 4 the first diatom towards on the outside of pond position set；The template of lower ring beam platform and upper collar tie beam platform
Template between form the mold cavity for casting concrete；
Step 9, slope is repaiied：The slope equating between template；
Step 10, wire-tie, spread steel wire：Collar tie beam and lower ring beam reinforcing bar on bundle, the upper steel ring beam of is formationed and lower steel ring beam, paving steel wire
Net, steel wire is covered with slope between collar tie beam, is connected with upper steel ring beam and lower steel ring beam；
Step 11, pouring concrete：The casting concrete on upper steel ring beam, lower steel ring beam and slope therebetween；
Step 12, nylon wire is spread：In upper steel ring beam, lower steel ring beam and slope upper berth nylon wire therebetween.
Further, it can not enter according to earthwork in-fighting in the construction method of described mud-flat soil pond protecting slope, step 1
Principle determine pond protecting slope top surface absolute altitude.
Further, the gradient is 1 in the construction method of described mud-flat soil pond protecting slope, step 5:2.
Further, the slope equating between template in the construction method of described mud-flat soil pond protecting slope, step 9, protect
It is 0.1 meter to demonstrate,prove slope concrete thickness.
Further, steel wire mesh is 1 centimetre in the construction method of described mud-flat soil pond protecting slope, step 10.
Further, steel wire, upper steel ring beam are with in the construction method of described mud-flat soil pond protecting slope, step 10
Equal laying depth is 0.01m bed course under steel ring beam.
Further, the intensity system of casting concrete in the construction method of described mud-flat soil pond protecting slope, step 11
Number is C25.
Further, the side of nylon wire uses nailing in the construction method of described mud-flat soil pond protecting slope, step 12
It is fixed.
Further, by nylon wire during being laid in the construction method of described mud-flat soil pond protecting slope, step 12
It is rolled onto pond suitable for reading, according to pond actual grade, machinery repaiies slope, is compacted the nylon wire fixed with soil, and poured mixed
Mouth builds platform towards pond direction under solidifying pedosphere beam, and along platform to pond bottom slope equating, nylon wire is dropped down bottom along slope court
Pave, last machinery, which fetches earth, to be compacted into.
In the bank protection and construction method in the mud-flat soil pond that the present invention is provided, work progress, the big rainy day can be effectively reduced
Gas washes away the domatic difficulty of construction caused in pond, is in particular in that construction procedure 2-7 is not settled at one go, but step-by-step construction,
If settled at one go, as run into heavy rain weather halfway, rainwater can wash away to the plane base trimmed, cause mixed mud
Native bank protection basis is unstable, and uneven subsidence is easily caused in use, service life is influenceed, if distribution construction, rain
Water washes away smaller on smooth good basis influence, is the good pond shield of a kind of relatively low cost, service life length, protection effect
Slope mode, it is practical, with significant economic and social benefit.
Brief description of the drawings
Fig. 1 is the flow chart of the construction method of the mud-flat soil pond protecting slope described in the embodiment of the present invention 1；
Fig. 2 is construction method step 2 schematic diagram of the mud-flat soil pond protecting slope described in the embodiment of the present invention 1；
Fig. 3 is construction method step 4 schematic diagram of the mud-flat soil pond protecting slope described in the embodiment of the present invention 1；
Fig. 4 is construction method step 6 schematic diagram of the mud-flat soil pond protecting slope described in the embodiment of the present invention 1；
Fig. 5 is construction method step 7 schematic diagram of the mud-flat soil pond protecting slope described in the embodiment of the present invention 1；
Fig. 6 is construction method step 8 schematic diagram of the mud-flat soil pond protecting slope described in the embodiment of the present invention 1；
Fig. 7 is construction method step 10 schematic diagram of the mud-flat soil pond protecting slope described in the embodiment of the present invention 1；
Fig. 8 is construction method step 11 schematic diagram of the mud-flat soil pond protecting slope described in the embodiment of the present invention 1；
Fig. 9 is construction method step 12 schematic diagram of the mud-flat soil pond protecting slope described in the embodiment of the present invention 1；
Figure 10 is finally constituted obtained bank protection for the construction method of the mud-flat soil pond protecting slope described in the embodiment of the present invention 1 and shown
It is intended to；
In figure 2 above-Figure 10,1 is line position suitable for reading, and 2 be lower collar thread position, and 3 be first of line position, and 4 be the second diatom position
Put, 5 be the 3rd road line position, and 6 be upper collar tie beam platform, and 7 be lower ring beam platform, and 8 be upper collar tie beam platform template, and 9 is flat for lower ring beam
Platform template, 10 be upper steel ring beam, and 11 be lower steel ring beam, and 12 be steel wire, and 13 be the nylon wire fixed, and 14 be the side of equating
Slope, 15 be the pool ridge, and 16 be pool bottom.
Embodiment：
The construction method of the mud-flat soil pond protecting slope provided below in conjunction with accompanying drawing the present invention is further described.
Embodiment 1
The present embodiment provides a kind of construction method of mud-flat soil pond protecting slope, its flow chart as shown in figure 1, including 12 steps
Suddenly, it is specific as follows：
Step 1, geodetic is put down, and calibration is high：Survey the natural Horizon in place, it is therefore an objective to can not enter with reference to live earthwork in-fighting, heavy rain,
The composite factors such as plum rain season internal drainage, overall appearance, fixed all pond protecting slope top surface absolute altitudes.Short group of the earthwork, leveling is all
Pond ridge face.
Step 2, first time unwrapping wire：Then mouth line, distance are being put towards 1 meter of position of pond lateral direction from pool inner side suitable for reading
The interaction locations of top curve level towards the position plane and the domatic plane in pond vertically downward in 2.1 meters of direction on the inside of pond are put down
Mouth line（As shown in Fig. 21 is line position suitable for reading, 2 be lower collar thread position）.
Step 3, collar tie beam plane is repaiied：Collar tie beam plane is built, top surface absolute altitude is defined by pond, along top curve inner side（Towards pond
The direction on the pool）Dig 0.25 meter downwards and build collar tie beam platform, along lower collar thread outside（Dorsad pond direction）Repair lower ring beam platform, platform
It is wide 0.5 meter, upper 0.67 meter of lower platform vertical height.
Step 4, second of unwrapping wire：First diatom is put to 0.75 meter of pond direction position according to the parallel Horizon of top curve, away from
The second diatom is put with lower ring beam platform intersection in the position of first 1.34 meters of diatom horizontal direction vertically downward（As shown in figure 3,3
It is second line position for first of line position, 4）.
Step 5, slope between collar tie beam is repaiied：The first diatom put according to step 4 and the second diatom carry out repairing slope, and the gradient is 1：2,
Length of grade is 1.5 meters.
Step 6, third time unwrapping wire.Be defined by the first diatom of step 4, the vertical Horizon in position from level to 0.75 meter of pond
The 3rd diatom is put in the intersection domatic with pond downwards（As shown in figure 4,5 be the 3rd road line position）.
Step 7, collar tie beam position is fixed：Diging up the line put along step 6, formed plane encloses with lower ring beam plane vertically downward
Into trigonum soil, and lower ring beam platform plane equating（As shown in figure 5,6 be upper collar tie beam platform, 7 be lower ring beam platform）.
Step 8, template-setup：Be vertically arranged one of template respectively in upper and lower collar tie beam platform, the template of upper collar tie beam platform from
The diatom of step 4 first is to outside pond 0.55 meter；The template of lower ring beam platform and apart 1.6 meters of the template level of upper collar tie beam platform,
Mold cavity is formed between two templates, for casting concrete.Form height is 0.25 meter.It is 1.5 meters to ensure length of grade.（Such as Fig. 6 institutes
Show, 8 be upper collar tie beam platform template, and 9 be lower ring beam platform template）.
Step 9, slope is repaiied：Manually the slope equating between template, it is ensured that slope concrete thickness is 0.1 meter.
Step 10, wire-tie, spread steel wire：Steel ring beam and lower steel ring beam in upper and lower ring beam reinforcing steel bar, formation are pricked, section is
0.25*0.25 meters, steel wire is spread, 1 centimetre of steel wire mesh, effect is anti-distress in concrete, and steel wire is covered with slope between collar tie beam,
It is connected with upper steel ring beam and lower steel ring beam.The bed course that thickness is 0.01m is spread below steel wire and steel ring beam.（As shown in fig. 7,10 are
Upper steel ring beam, 11 be lower steel ring beam, and 12 be steel wire）.
Step 11, pouring concrete：It is C25's that strength factor is poured on upper steel ring beam, lower steel ring beam and slope therebetween
Concrete（Before pouring concrete, using broken ceramic tile by the padded 2-3cm of steel ring beam；When pouring mixed mud, steel wire need to be lifted with cleek
Net, it is ensured that steel fabric sheet is completed to wrap up by concrete.）；（As shown in Figure 8）
Step 12, nylon wire is spread：The nylon wire that width is 4 meters is customized, nylon cloth aperture is 40 mesh, with a width of 2 centimetres of plastics
Press strip, the centre of collar tie beam side is pressed in by the long side of nylon wire, then is fixed with a length of 2.5 centimetres of nailing, and nailing spacing is
0.25 meter.Nylon wire is rolled onto to pond is suitable for reading, according to pond actual grade, machinery repaiies slope, with soil by the nylon wire fixed
Compacting, and mouth builds wide 0.2 meter of platform towards pond direction in the case where pouring dark solidifying pedosphere beam, along platform to pond bottom slope
Equating.Nylon wire is dropped down bottom along slope court to pave, last machinery, which fetches earth, to be compacted into（Shown in Fig. 9,13 nylon to fix
Net, 14 be the side slope of equating）.
The schematic diagram for the mud-flat soil pond protecting slope that above construction method is obtained is as shown in Figure 10, wherein 15 be the pool ridge, 16
For pool bottom.
Claims (9)
1. a kind of construction method of mud-flat soil pond protecting slope, it is characterised in that comprise the following steps：
Step 1, side Horizon, calibration is high：The natural Horizon in place is surveyed, pond protecting slope top surface absolute altitude is determined, short group of the earthwork flattens the pond ridge
Face；
Step 2, first time unwrapping wire：Top curve is being placed towards pond lateral direction from pool inner side suitable for reading, then in top curve level
Lower collar thread is placed in the ground vertically downward in direction with the domatic plane interaction locations in pond on the inside of towards pond；
Step 3, collar tie beam plane is repaiied：By pond, top surface absolute altitude is defined, along top curve towards the side in pond direction under dig and accomplish
Upper collar tie beam platform, lower ring beam platform is repaiied along the side in lower collar thread dorsad pond；
Step 4, second of unwrapping wire：The first diatom is placed in top curve parallel direction, in the first diatom horizontal direction and lower ring beam
The second diatom is placed on the lower ring beam platform of the intersection of platform vertical direction；
Step 5, slope between collar tie beam is repaiied：The first diatom and the second diatom according to set by step 4 carry out repairing slope；
Step 6, third time unwrapping wire：On the basis of the first diatom, level is domatic with pond downwards perpendicular to the ground to pond direction
The 3rd diatom is put in intersection；
Step 7, collar tie beam position is fixed：The trigonum that the plane formed vertically downward along the 3rd diatom is surrounded with lower ring beam plane
Soil is cut out, and by lower ring beam platform plane equating；
Step 8, template-setup：In upper collar tie beam platform together with being vertically arranged respectively on lower ring beam platform template, upper collar tie beam platform
Template with respect to step 4 the first diatom towards on the outside of pond position set；The template of lower ring beam platform and upper collar tie beam platform
Template between form the mold cavity for casting concrete；
Step 9, slope is repaiied：The slope equating between template；
Step 10, wire-tie, spread steel wire：Collar tie beam and lower ring beam reinforcing bar on bundle, the upper steel ring beam of is formationed and lower steel ring beam, paving steel wire
Net, steel wire is covered with slope between collar tie beam, is connected with upper steel ring beam and lower steel ring beam；
Step 11, pouring concrete：The casting concrete on upper steel ring beam, lower steel ring beam and slope therebetween；
Step 12, nylon wire is spread：In upper steel ring beam, lower steel ring beam and slope upper berth nylon wire therebetween.
2. the construction method of mud-flat soil pond protecting slope according to claim 1, it is characterised in that according to soil in step 1
The principle that square in-fighting can not entered determines pond protecting slope top surface absolute altitude.
3. the construction method of mud-flat soil pond protecting slope according to claim 1, it is characterised in that the gradient is in step 5
1:2。
4. the construction method of mud-flat soil pond protecting slope according to claim 1, it is characterised in that template in step 9
Between slope equating, it is ensured that slope concrete thickness be 0.1 meter.
5. the construction method of mud-flat soil pond protecting slope according to claim 1, it is characterised in that steel wire in step 10
Mesh is 1 centimetre.
6. the construction method of mud-flat soil pond protecting slope according to claim 1, it is characterised in that steel wire in step 10
Equal laying depth is 0.01m bed course under net, upper steel ring beam and lower steel ring beam.
7. the construction method of mud-flat soil pond protecting slope according to claim 1, it is characterised in that poured in step 11 mixed
The strength factor for coagulating soil is C25.
8. the construction method of mud-flat soil pond protecting slope according to claim 1, it is characterised in that nylon wire in step 12
Side fixed using nailing.
9. the construction method of mud-flat soil pond protecting slope according to claim 1, it is characterised in that laid in step 12
Nylon wire is rolled onto to pond is suitable for reading, according to pond actual grade, machinery repaiies slope in journey, with soil by the nylon wire pressure fixed
It is real, and mouth builds platform towards pond direction under institute's pouring concrete collar tie beam, along platform to pond bottom slope equating, nylon wire
Bottom is dropped down along slope court to pave, last machinery, which fetches earth, to be compacted into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710564538.9A CN107245982B (en) | 2017-07-12 | 2017-07-12 | A kind of construction method of mud-flat soil pond protecting slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710564538.9A CN107245982B (en) | 2017-07-12 | 2017-07-12 | A kind of construction method of mud-flat soil pond protecting slope |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107245982A true CN107245982A (en) | 2017-10-13 |
| CN107245982B CN107245982B (en) | 2019-05-10 |
Family
ID=60014913
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710564538.9A Active CN107245982B (en) | 2017-07-12 | 2017-07-12 | A kind of construction method of mud-flat soil pond protecting slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107245982B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114487343A (en) * | 2021-12-29 | 2022-05-13 | 河海大学 | Microbial action-based tidal trench bank collapse research system and method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105274965A (en) * | 2015-11-15 | 2016-01-27 | 中国水产科学研究院黄海水产研究所 | Slope protection structure of aquaculture pond and construction method for slope protection structure |
| KR101605332B1 (en) * | 2015-08-18 | 2016-03-22 | 주식회사 토영기술단 | Construction method of stabilizing slope area using mineral fiber fabric form |
-
2017
- 2017-07-12 CN CN201710564538.9A patent/CN107245982B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101605332B1 (en) * | 2015-08-18 | 2016-03-22 | 주식회사 토영기술단 | Construction method of stabilizing slope area using mineral fiber fabric form |
| CN105274965A (en) * | 2015-11-15 | 2016-01-27 | 中国水产科学研究院黄海水产研究所 | Slope protection structure of aquaculture pond and construction method for slope protection structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114487343A (en) * | 2021-12-29 | 2022-05-13 | 河海大学 | Microbial action-based tidal trench bank collapse research system and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107245982B (en) | 2019-05-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206143569U (en) | Formula of stirring of shaking is slipform by oneself | |
| CN104074199B (en) | Underwater bearing platform construction method | |
| CN103774616B (en) | From the Ecological Retaining Wall construction method that embedded block is built by laying bricks or stones | |
| CN105297714B (en) | Bored concrete pile pile cover and stake integrative construction device and method | |
| CN104328766A (en) | Ecological stone cage net box retaining wall and construction method | |
| CN108283080A (en) | It is a kind of to set pond from ecology is poured for sponge city | |
| CN206157508U (en) | Light soil roadbed structure | |
| CN109113129A (en) | A kind of construction method of irrigation and drainage system and canal for water conveyance | |
| CN105649093A (en) | Arch fixing rack for highway/railway tunnel and manufacturing method of arch fixing rack | |
| CN111074844A (en) | Construction method of ecological interlocking revetment of river channel | |
| CN111778941A (en) | High-standard farmland channel construction method and structure | |
| CN112144552A (en) | Damaged mountain ecological vegetation restoration structure, implementation method and application thereof | |
| CN108277777A (en) | Wave wall substep pouring construction process | |
| CN212405094U (en) | High water content clay fill foundation drainage system | |
| CN107245982B (en) | A kind of construction method of mud-flat soil pond protecting slope | |
| CN109137873A (en) | A method of wet and soft foundation is handled using precast square pile | |
| CN112854254A (en) | Construction method for existing railway field level subgrade support in deep artificial waste slag area | |
| CN218112215U (en) | Artificial landscape mountain for coastal irrigation and soil filling area | |
| CN110331735A (en) | A kind of tower crane mounting structure for coastal region soft layer | |
| CN205975653U (en) | Independent bearing platform structure of soil child mould construction | |
| CN212427186U (en) | Slide-resistant plate retaining wall for slope protection | |
| CN204238176U (en) | Ecotypic Stone Mesh-box net cage barricade | |
| CN106758852A (en) | Across foundation pit enclosure to support beam trestle construction technology | |
| CN111335336A (en) | Slope greening construction auxiliary device is administered to massif | |
| CN108103937A (en) | Utilize the cast-in-place box beam construction method of native loose tool substitution falsework |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200422 Address after: 214000 No.111, Gaoyun Road, Binhu Economic Development Zone, Wuxi City, Jiangsu Province Patentee after: Jiangsu Hengtai Environmental Protection Technology Development Co., Ltd Address before: 214081, No. 9, Shanshui East Road, Binhu District, Jiangsu, Wuxi Patentee before: FRESHWATER FISHERIES RESEARCH CENTER OF CHINESE ACADEMY OF FISHERY SCIENCES |
|
| TR01 | Transfer of patent right |