CN209669794U - A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure - Google Patents
A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure Download PDFInfo
- Publication number
- CN209669794U CN209669794U CN201920036417.1U CN201920036417U CN209669794U CN 209669794 U CN209669794 U CN 209669794U CN 201920036417 U CN201920036417 U CN 201920036417U CN 209669794 U CN209669794 U CN 209669794U
- Authority
- CN
- China
- Prior art keywords
- cloth
- curtain
- rescue work
- out rescue
- curtain face
- 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.)
- Active
Links
Classifications
-
- 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
- Revetment (AREA)
Abstract
The utility model 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,.The utility model water blocking 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 utility model relates to a kind of leakage piping dykes and dams of speedily carrying out rescue work to build structure, belong 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.
Utility model content
The utility model aim, 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, pacifies
Dress is simple and speed is fast, avoids the generation of dangerous situation.
To achieve the above object, the utility model 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 is long
Spending length 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
It is sewn on the cloth of curtain face for 1.0 meters of spacing between woven belt, constitutes the casing of closed hoop structure, direct 5 centimetres of casing, sail
Strap remains 30 centimetres of ribbons above the cloth of curtain face, and the reservation of curtain face cloth lower section is 60 centimetres wide not to sew casing；Drill rod is column
Shape 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 centimetres.
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.
The utility model 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
Everyone penetrates a drill rod to people, and erect-position buttresses drill rod, and in addition 1-3 people sets drill rod with hammer, then arranges 1-2 people along flat
Ground shovels out one 30 centimeters wide 5-8 centimeters deep soil box at paving canvas.
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 traditional earth-bag cofferdam hooping
The 2/5 of clearing 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 a schematic structural view of the utility model；
Fig. 2 is that the utility model 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.
The utility model leakage piping speedily carry out rescue work dykes and dams build structure when building the following steps are included:
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 meets 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
Curtain face cloth 1 and woven belt 3 are attached positioning；
Second step contains leakproof, the structure feature of the dam leakage piping positions 4 determined first according to the first step, in dike
Dam 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 curtain
In the casing that curtain face cloth 1 and woven belt 3 are formed, and it is driven into foundation structure around dam leakage piping positions, embedded depth
At least 60 centimetres, then ribbon above the cloth of curtain face is bound to 5-8 centimetres of 2 top of drill rod position, by 1 lower section nothing of curtain face cloth
Sleeve portion (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 plant ground and dig out the groove that depth is 5-8 centimetres, width is 30 centimetres, and face cloth is laid on groove, so
Earth bag is directly placed in afterwards on the curtain face cloth of tiling, and tamped, 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 utility model 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
Everyone penetrates a drill rod to people, and erect-position buttresses drill rod, and in addition 2-3 people sets drill rod with hammer, then arranges 1-2 people along flat
Ground shovels out one 30 centimeters wide 5-8 centimeters deep soil box at paving canvas.
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 traditional earth-bag cofferdam hooping
The 2/5 of clearing 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.The basic principles and main features of the utility model have been shown and described above
And the advantages of the utility model.It should be understood by those skilled in the art that the present utility model is not limited to the above embodiments, on
It states and only illustrates the principles of the present invention described in embodiment and specification, do not departing from the spirit and scope of the utility model
Under the premise of, the utility model also has various changes and improvements, these changes and improvements both fall within claimed it is practical
In novel range.The protection scope of the present invention is defined by the appended claims and their equivalents.
Claims (4)
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, and drill rod length is that curtain cloth width adds 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920036417.1U CN209669794U (en) | 2019-01-09 | 2019-01-09 | A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920036417.1U CN209669794U (en) | 2019-01-09 | 2019-01-09 | A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209669794U true CN209669794U (en) | 2019-11-22 |
Family
ID=68565185
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920036417.1U Active CN209669794U (en) | 2019-01-09 | 2019-01-09 | A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209669794U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469005A (en) * | 2019-01-09 | 2019-03-15 | 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 and application method |
-
2019
- 2019-01-09 CN CN201920036417.1U patent/CN209669794U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469005A (en) * | 2019-01-09 | 2019-03-15 | 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 and application method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107859145A (en) | A kind of drainpipe is plugged into construction method under water | |
| CN106284081B (en) | A kind of blast cofferdam is as cast-in-place box beam bracket foundation construction method | |
| CN203668885U (en) | Novel hydraulic reclamation mould bag | |
| CN112681350A (en) | River cofferdam diversion construction method | |
| CN109024458A (en) | A kind of coal mine subsidence land landscape revetment and the construction method of water-bed antiseepage | |
| CN104947680A (en) | Method for overwater bearing platform foundation pit excavation construction of quick sand stratum | |
| CN209669794U (en) | A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure | |
| CN107761668B (en) | Coastal shore reservoir land-building type revetment structure and construction method thereof | |
| CN109083100B (en) | River channel excavation construction process after mud blowing and landing | |
| CN114855846A (en) | Underground seepage-proofing pressure-reducing anti-floating blind pipe structure and construction method thereof | |
| CN102493810B (en) | Grouting construction process of pipeline inclined shaft engineering | |
| CN104612128A (en) | Vacuum preloading reinforcement construction method applicable to underwater silt environment | |
| CN210482339U (en) | Embankment side slope protection system | |
| CN111778922A (en) | Construction method of river basin flood control dam | |
| CN201580547U (en) | Pontoon applicable to excavation operation on water surface | |
| CN109469005A (en) | A kind of leakage piping dykes and dams of speedily carrying out rescue work build structure and application method | |
| CN113123358B (en) | Ship pool deformation prevention and control structure under action of uneven settlement of coal mining and construction method | |
| CN103422467A (en) | Method for damming by mucky soil filling bags | |
| CN103938581B (en) | Batch production manufactures the method for dykes and dams component and fast construction dykes and dams | |
| CN113863335A (en) | Method for treating quicksand stratum drainage channel slope collapse and purifying and recycling drainage water | |
| CN107130644A (en) | Coffering composite geo-membrane and gravelly clay combination against seepage construction method | |
| CN205188909U (en) | Lake prevention of seepage spacer body | |
| Liu et al. | Research on Deformation Characteristics of New Type of Cofferdams Structure | |
| Al Siaede | A Practical Geotechnical Analysis of in situ Stress Variations and Hydraulic Stability of Small Weirs Using SEEP/W and SIGMA/W Simulation | |
| CN218643098U (en) | Mountain area is filled out and is dug interface connection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |