CN109469005A - A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure and application method - Google Patents
A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure and application method Download PDFInfo
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- CN109469005A CN109469005A CN201910019786.4A CN201910019786A CN109469005A CN 109469005 A CN109469005 A CN 109469005A CN 201910019786 A CN201910019786 A CN 201910019786A CN 109469005 A CN109469005 A CN 109469005A
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- Prior art keywords
- curtain face
- cloth
- rescue work
- dykes
- out rescue
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- 238000000034 method Methods 0.000 title claims abstract description 16
- 239000004744 fabric Substances 0.000 claims abstract description 62
- 238000002360 preparation method Methods 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 claims description 8
- 241000209094 Oryza Species 0.000 claims description 6
- 235000007164 Oryza sativa Nutrition 0.000 claims description 6
- 235000009566 rice Nutrition 0.000 claims description 6
- 241000196324 Embryophyta Species 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 16
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 230000000903 blocking effect Effects 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 235000013399 edible fruits Nutrition 0.000 abstract description 2
- 238000004321 preservation Methods 0.000 abstract 1
- 238000004140 cleaning Methods 0.000 description 5
- 239000004746 geotextile Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 230000007717 exclusion Effects 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000002386 leaching Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
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
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/02—Restraining of open water
- E02D19/04—Restraining of open water by coffer-dams, e.g. made of sheet piles
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Revetment (AREA)
Abstract
The present invention relates to a kind of leakage piping dykes and dams of speedily carrying out rescue work to build structure, including curtain face cloth, steel label and woven belt, wherein woven belt is several, along curtain face, cloth axis is evenly arranged on the cloth of curtain face, and 0.8-1.5 meters of spacing between adjacent two woven belts, and woven belt is connected with each other and constitutes the casing of closed hoop structure, steel label are column structure, quantity is identical as casing quantity, and each casing coats a bar steel label, steel signs end face beyond at least 5 centimetres of curtain face cloth upper surface, and lower end surface exceeds at least 10 centimetres of curtain face cloth lower end surface.It includes that preparation leakage piping dykes and dams of speedily carrying out rescue work such as build structure and contain leakproof at two steps that it, which builds method,.Water blocking of the present invention is good compared with fruit, and equipment is installed simply, and installation speed is fast, and material utilization amount of speedily carrying out rescue work is few, and equipment is simple, low cost, can be reserved for time limit length, preservation occupies little space, is reusable.Generally reach the features such as faster, efficient, economic of speedily carrying out rescue work.
Description
Technical field
The present invention relates to a kind of leakage piping dykes and dams of speedily carrying out rescue work to build structure and application method, belongs to water conservancy construction technical field.
Background technique
When river high water level, because of a variety of causes, dyke downstream slope will appear the dangerous situations such as infiltration, piping, loophole, infiltration, pipe
Gush, three kinds of situations of loophole are several stages that dangerous situation gradually develops from light to heavy, increase inspection dynamics when seeping clear water, seep muddy water
When, emergency measure is taken, strives for properly protecting before dangerous situation is further aggravated；When directly there is leakage piping situation, Ying Cai
Take urgent emergency measure, it is necessary to protection of speedily carrying out rescue work is carried out within the shortest time.Guarantee to speedily carry out rescue work is the important category of equipment of speedily carrying out rescue work rapidly
Property.
Infiltration piping emergency control method has at present: earth bag anti-filter encloses well, earth-bag cofferdam hooping, drainage pressure leaching these three modes of platform
And corresponding construction technology, but found in actual construction, it is larger to there is the cofferdam earth bag scale of construction, implementation speedily carry out rescue work the used time compared with
It is long, it cannot preferably realize fast reaction of speedily carrying out rescue work；Cofferdam leakproof is poor compared with fruit, and hooping inner product water speed is relatively unrestrained；Dangerous situation is gone with crossing
The biggish defect of cleaning workload afterwards.
Summary of the invention
The object of the invention, which is that, overcomes above-mentioned deficiency, provides a kind of leakage piping dykes and dams of speedily carrying out rescue work and builds structure and its use
Method.
To achieve the above object, the present invention is to be achieved through the following technical solutions:
A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure, including curtain face cloth, drill rod and woven belt, and wherein curtain face cloth length is long
Degree is 8-10 meters, and breadth length ratio range is 0.17 ~ 0.24；Woven belt is several, arranges along curtain face cloth axis direction, adjacent two sails
It is sewn on the cloth of curtain face for 1.0 meters of spacing between strap, the casing of composition closed hoop structure, direct 5 centimetres of casing, woven belt
30 centimetres of ribbons are remained above the cloth of curtain face, the reservation of curtain face cloth lower section is 60 centimetres wide not to sew casing；Drill rod is column knot
Structure, diameter are 0.6 ~ 0.7 times of casing diameter, and quantity is identical as casing quantity, and drill rod length is that curtain cloth width adds 10 lis
Rice.
Further, the drill rod lower end surface is pyramidal structure.
Further, the drill rod is prism, any one in cylindrical structure, and drill rod diameter is casing diameter
0.6-0.7 times.
A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure and build method, include the following steps
The first step, preparation leakage piping dykes and dams of speedily carrying out rescue work build structure, and according to the structure feature of dam leakage piping positions, selection is full
Foot uses the quantity and distributing position of the curtain face cloth length and width and steel label and woven belt that need, then curtain face cloth and sail
Strap is attached positioning；
Second step contains leakproof, the structure feature of the dam leakage piping positions determined first according to the first step, in dam leakage
On rear side of piping positions, and apart from dam leakage piping positions side surface at least 100 centimeters, each drill rod jack is entered into curtain face cloth
In the casing formed with woven belt, and it is driven into foundation structure around dam leakage piping positions, at least 60 lis of embedded depth
Rice, then by ribbon binding above the cloth of curtain face to 5 centimetres of drill rod top position, by uncased section (60 below the cloth of curtain face
Centimeter length) it is directly laid on the foundation surface at drill rod rear, so that curtain face cloth is constituted cross section " L " shape structure, tile curtain
Curtain face plants ground and digs out the groove that depth is 5-8 centimetres, width is 30 centimetres, and face cloth is laid on groove, then that earth bag is straight
It connects on the curtain face cloth for being placed in tiling, and tamps, construction can be completed.
Further, curtain face cloth is surrounded around dam leakage piping positions at a distance of at least 100 centimetres of piping positions
It is arc-shaped.
Further, in the second step, structure building in an opposite direction after earth bag uses, and earth bag height is curtain face cloth height
3/2。
The present invention has the advantage that compared with traditional equipment and mounting process
1, installation is simple and speed is fast: under more people's performances, only needing a few minutes that can complete curtain installation.3-7 people is every
People penetrates a drill rod, and erect-position buttresses drill rod, and in addition 1-3 people sets drill rod with hammer, then arranges 1-2 people along tiling sail
The ground Bu Chu shovels out one 30 centimeters wide 5-8 centimeters deep soil box.
2, can storage time it is short: after curtain is installed, shovel soil pressure face paving curtain just on the spot at once can be with water storage, this
When quickly build after curtain again after earth bag in an opposite direction.
3, water blocking effect is good: screen sinking hooping is from when starting water blocking, cofferdam, that is, waterproof, and earth-bag cofferdam waits for that it is filled
It needs to implement again when height to cover waterproof geotextiles, just completely waterproof at this time, water storage speed is relatively slow.
4, material utilization amount is few: comparing with earth bag hooping.The permeable geotextiles and pressure bleed being laid in hooping are identical, no longer
Calculate comparison.Earth bag bearing height after curtain earth bag embankment curtain need to only fill the 2/3 of curtain height.Screen sinking embankment is disconnected
Face, earth-bag cofferdam hooping section See Figure.Curtain embankment section M1=0.8 square metre, earth-bag cofferdam hooping section M2=2.16 are flat
Square rice is about 2:5 with material ratio.
5, cleaning project amount is few
Cleaning project amount is corresponding with reclamation work amount later for dangerous situation, and screen sinking earth bag clearing amount is that traditional earth-bag cofferdam hooping is removed
The 2/5 of amount.
6, curtain can overlap use: when seepage from dykes section is longer, a curtain length is unsatisfactory in use, curtain can overlap
It sets, to reach the length of speedily carrying out rescue work of needs.The drill rod of adjacent curtain end two, which sets spacing, to guarantee two no more than 0.5 meter
It holds reserved canvas to be superimposed together no less than 0.5 meter, effectively blocks water.
7, curtain is reusable: it is faster for the dangerous situation exclusion time, it is reused after curtain is capable of washing；Drill rod is to making
It is not had much affect with the time, it is reusable.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention；
Fig. 2 is that the present invention builds construction process figure.
Specific embodiment
As shown in Fig. 1-2, including curtain face cloth 1, drill rod 2 and woven belt 3, wherein curtain face cloth length is 8-10 meters, wide
Length is 0.17 ~ 0.24 than range；Woven belt 3 is several, arranges along 1 cloth axis direction of curtain face, between adjacent two woven belts 3 between
It is sewn on curtain face cloth 1 away from 1.0 meters, constitutes the casing of closed hoop structure, direct 5 centimetres of casing, woven belt 3 is in curtain face
30 centimetres of ribbons are remained above cloth 1, are retained below curtain face cloth 1 and 60 centimetres wide are not sewed casing；Drill rod 2 is column structure, directly
Diameter is 0.6-0.7 times of casing diameter, and quantity is identical as casing quantity, and 2 length of drill rod is that curtain cloth width adds 10 centimetres.
Wherein, 2 lower end surface of drill rod is pyramidal structure, and the drill rod 2 is prism, any one in cylindrical structure
Kind, and 2 diameter of drill rod is 0.6-0.7 times of casing diameter.
A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure and build method, comprising the following steps:
The first step, preparation leakage piping dykes and dams of speedily carrying out rescue work build structure, according to the structure feature of dam leakage piping positions 4, selection
Meet the quantity and distributing position using 1 length and width of curtain face cloth and drill rod 2 and woven belt 3 that need, then curtain face
Cloth 1 and woven belt 3 are attached positioning；
Second step, contains leakproof, and the structure feature of the dam leakage piping positions 4 determined first according to the first step is seeped in dykes and dams
It leaks on rear side of piping positions, and apart from dam leakage piping positions side surface at least 100 centimeters, each drill rod jack is entered into curtain face
It in the casing that cloth 1 and woven belt 3 are formed, and is driven into foundation structure around dam leakage piping positions, embedded depth is at least
60 centimetres, then by ribbon binding above the cloth of curtain face to 5-8 centimetres of 2 top of drill rod position, by 1 lower section of curtain face cloth without casing
Partially (60 centimeter length) is directly laid on the foundation surface at drill rod rear, and curtain face cloth is made to constitute cross section " L " shape structure,
Tiling curtain face plants ground and digs out the groove that depth is 5-8 centimetres, width is 30 centimetres, and face cloth is laid on groove, then will
Earth bag is directly placed on the curtain face cloth of tiling, and is tamped, and construction can be completed.
Wherein, curtain face cloth 1 surrounds circular arc at a distance of at least 100 centimetres of piping positions around dam leakage piping positions
Shape.
In addition, curtain face cloth surrounds circular arc at a distance of at least 100 centimetres of piping positions around dam leakage piping positions
Shape, and ground upper surface corresponding to the tiling of curtain face cloth sets depth as 5-8 centimetres of grooves 6, curtain face cloth 1 is embedded in groove 6
It is interior.
At the same time, in the second step, structure building in an opposite direction after earth bag 5 uses, and 5 height of earth bag is that curtain face cloth 1 is high
The 3/2 of degree.
The present invention has the advantage that compared with traditional equipment and mounting process
1, installation is simple and speed is fast: under more people's performances, only needing a few minutes that can complete curtain installation.3-7 people is every
People penetrates a drill rod, and erect-position buttresses drill rod, and in addition 2-3 people sets drill rod with hammer, then arranges 1-2 people along tiling sail
The ground Bu Chu shovels out one 30 centimeters wide 5-8 centimeters deep soil box.
2, can storage time it is short: after curtain is installed, shovel soil pressure face paving curtain just on the spot at once can be with water storage, this
When quickly build after curtain again after earth bag in an opposite direction.
3, water blocking effect is good: screen sinking hooping is from when starting water blocking, cofferdam, that is, waterproof, and earth-bag cofferdam waits for that it is filled
It needs to implement again when height to cover waterproof geotextiles, just completely waterproof at this time, water storage speed is relatively slow.
4, material utilization amount is few: comparing with earth bag hooping.The permeable geotextiles and pressure bleed being laid in hooping are identical, no longer
Calculate comparison.Earth bag bearing height after curtain earth bag embankment curtain need to only fill the 2/3 of curtain height.Screen sinking embankment is disconnected
Face, earth-bag cofferdam hooping section See Figure.Curtain embankment section M1=0.8 square metre, earth-bag cofferdam hooping section M2=2.16 are flat
Square rice is about 2:5 with material ratio.
5, cleaning project amount is few
Cleaning project amount is corresponding with reclamation work amount later for dangerous situation, and screen sinking earth bag clearing amount is that traditional earth-bag cofferdam hooping is removed
The 2/5 of amount.
6, curtain can overlap use: when seepage from dykes section is longer, a curtain length is unsatisfactory in use, curtain can overlap
It sets, to reach the length of speedily carrying out rescue work of needs.The drill rod of adjacent curtain end two, which sets spacing, to guarantee two no more than 0.5 meter
It holds reserved canvas to be superimposed together no less than 0.5 meter, effectively blocks water.
7, curtain is reusable: it is faster for the dangerous situation exclusion time, it is reused after curtain is capable of washing；Drill rod is to making
It is not had much affect with the time, it is reusable.Basic principles and main features and sheet of the invention have been shown and described above
The advantages of invention.It should be understood by those skilled in the art that the present invention is not limited to the above embodiments, above-described embodiment and say
It is merely illustrated the principles of the invention described in bright book, without departing from the spirit and scope of the present invention, the present invention can also
There are various changes and modifications, these changes and improvements all fall within the protetion scope of the claimed invention.Claimed model
It encloses and is defined by the appending claims and its equivalent thereof.
Claims (7)
1. a kind of leakage piping is speedily carried out rescue work, dykes and dams build structure, it is characterised in that: leakage piping dykes and dams of speedily carrying out rescue work build structure
Including curtain face cloth, drill rod and woven belt, wherein curtain face cloth length is 8-10 meter, breadth length ratio range for 0.175 ~
0.225；The woven belt is several, arranges along curtain face cloth axis direction, and 1.0 meter ampere of spacing is attached between adjacent two woven belts
On the cloth of curtain face, the casing of closed hoop structure is constituted, direct 5 centimetres of casing, woven belt remains 30 lis above the cloth of curtain face
Rice ribbon, the reservation of curtain face cloth lower section is 60 centimetres wide not to sew casing；The drill rod is column structure, and diameter is casing diameter
0.6 ~ 0.7 times, quantity is identical as casing quantity, drill rod length be curtain cloth width add 10 centimetres.
2. a kind of leakage piping according to claim 1 is speedily carried out rescue work, dykes and dams build structure, it is characterised in that: curtain face cloth both ends
Respectively retain 50 centimetres of face cloth and 7 casings are installed in outside of sleeve, i.e. 8 meters of long curtain face cloth.
3. a kind of leakage piping according to claim 1 is speedily carried out rescue work, dykes and dams build structure, it is characterised in that: the drill rod lower end
Face is pyramidal structure.
4. a kind of leakage piping according to claim 1 is speedily carried out rescue work, dykes and dams build structure, it is characterised in that: the drill rod is rib
Any one in column, cylindrical structure, and drill rod diameter is 0.6-0.7 times of casing diameter.
5. a kind of leakage piping is speedily carried out rescue work, dykes and dams build structure and build method, it is characterised in that: the leakage piping is speedily carried out rescue work dykes and dams
Build structure build method the following steps are included:
The first step, preparation leakage piping dykes and dams of speedily carrying out rescue work build structure, and according to the structure feature of dam leakage piping positions, selection is full
Foot uses the quantity and distributing position of the curtain face cloth length and width and drill rod and woven belt that need, then curtain face cloth and sail
Strap is attached positioning；
Second step contains leakproof, the structure feature of the dam leakage piping positions determined first according to the first step, in dam leakage
On rear side of piping positions, and apart from dam leakage piping positions side surface at least 100 centimeters, each drill rod jack is entered into curtain face cloth
In the casing formed with woven belt, and it is driven into foundation structure around dam leakage piping positions, at least 60 lis of embedded depth
Rice, it is then that ribbon binding above the cloth of curtain face is direct by uncased section below the cloth of curtain face to 5 centimetres of drill rod top position
It is laid on the foundation surface at drill rod rear, curtain face cloth is made to constitute cross section " L " shape structure, tiling curtain face plants ground
The groove that depth is 5-8 centimetres, width is 30 centimetres is dug out, face cloth is laid on groove, then earth bag is directly placed in tiling
Curtain face cloth on, and tamp, construction can be completed.
6. a kind of leakage piping according to claim 5 is speedily carried out rescue work, dykes and dams build structure and build method, it is characterised in that: described
Curtain face cloth surrounds around dam leakage piping positions at a distance of at least 100 centimetres of piping positions arc-shaped.
7. a kind of leakage piping according to claim 5 is speedily carried out rescue work, dykes and dams build structure and build method, it is characterised in that: described
In second step, structure building in an opposite direction after earth bag uses, and earth bag height is the 3/2 of curtain face cloth height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910019786.4A CN109469005A (en) | 2019-01-09 | 2019-01-09 | A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure and application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910019786.4A CN109469005A (en) | 2019-01-09 | 2019-01-09 | A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure and application method |
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| Publication Number | Publication Date |
|---|---|
| CN109469005A true CN109469005A (en) | 2019-03-15 |
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ID=65678327
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2701907Y (en) * | 2004-05-09 | 2005-05-25 | 张煦 | Portable quick emergency device for piping |
| CN107022976A (en) * | 2017-05-11 | 2017-08-08 | 合肥学院 | A kind of assembled for punishing piping encloses well and its construction method |
| CN107761666A (en) * | 2017-10-26 | 2018-03-06 | 合肥学院 | Contain device in a kind of dike piping outlet based on waste and old Container Reconstruction |
| CN208121750U (en) * | 2018-04-08 | 2018-11-20 | 江西省水利规划设计研究院(江西省土木工程勘测设计研究院) | Lake region Xu Di steeps spring processing relief well at a distance |
| CN209669794U (en) * | 2019-01-09 | 2019-11-22 | 江苏省水利工程科技咨询股份有限公司 | A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure |
-
2019
- 2019-01-09 CN CN201910019786.4A patent/CN109469005A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2701907Y (en) * | 2004-05-09 | 2005-05-25 | 张煦 | Portable quick emergency device for piping |
| CN107022976A (en) * | 2017-05-11 | 2017-08-08 | 合肥学院 | A kind of assembled for punishing piping encloses well and its construction method |
| CN107761666A (en) * | 2017-10-26 | 2018-03-06 | 合肥学院 | Contain device in a kind of dike piping outlet based on waste and old Container Reconstruction |
| CN208121750U (en) * | 2018-04-08 | 2018-11-20 | 江西省水利规划设计研究院(江西省土木工程勘测设计研究院) | Lake region Xu Di steeps spring processing relief well at a distance |
| CN209669794U (en) * | 2019-01-09 | 2019-11-22 | 江苏省水利工程科技咨询股份有限公司 | A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure |
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Application publication date: 20190315 |