CN204385682U - A kind of hydraulic engineering dyke seepage control water-stopping structure - Google Patents
A kind of hydraulic engineering dyke seepage control water-stopping structure Download PDFInfo
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- CN204385682U CN204385682U CN201420836387.XU CN201420836387U CN204385682U CN 204385682 U CN204385682 U CN 204385682U CN 201420836387 U CN201420836387 U CN 201420836387U CN 204385682 U CN204385682 U CN 204385682U
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Abstract
The utility model relates to a kind of hydraulic engineering dyke seepage control water-stopping structure, it comprises dykes and dams body, dykes and dams body is provided with antiseepage slope, surface, antiseepage slope is provided with anticorrosive coat, anticorrosive coat bottom is provided with concrete fixed bed, the bottom of concrete fixed bed is provided with waterproof roll layer, the lower end of dykes and dams body is provided with the first impervious body, first impervious body upper and lower is provided with layer of concrete, screed is provided with in the middle part of first impervious body, the middle part of the first impervious body is vertically connected with antiseepage and inserts body, antiseepage is inserted body both sides and is provided with concrete wall, the middle part that body is inserted in antiseepage is provided with middle impervious body, the top of middle impervious body is provided with flexible barrier body, the bottom of middle impervious body is provided with rigidity impervious body, first impervious body lower end thereof is connected with the second impervious body, the bottom that body is inserted in antiseepage is provided with waterproof basic unit, there is structure simple, reasonable in design, easy construction, antiseptic power is strong, impervious effective, the advantage of long service life.
Description
Technical field
The utility model belongs to hydraulic engineering seepage control technique field, particularly a kind of hydraulic engineering dyke seepage control water-stopping structure.
Background technology
Hydraulic engineering is for controlling and allocating natural surface water and groundwater, reach remove the evil emerging sharp object and the engineering of building, also referred to as Hydraulic Projects, water is human being's production and the requisite precious resources of life, but its state naturally existed not in full conformity with the needs of the mankind, only build hydraulic engineering, current could be controlled, prevent flood, and carry out adjustment and the distribution of the water yield, with the needs meeting people's lives and produce water resource, but, because dykes and dams seepage failure causes dykes and dams to occur dangerous situation, dykes and dams seepage failure can be divided into three kinds of situations, the first, due to dykes and dams, mechanism own is unreasonable, crack is there is at dam body, hole etc., dykes and dams are caused to occur infiltration, wash away dike slopes, the second, the leakage preventing structure arranged due to dykes and dams obstructing surface is unreasonable, long-term contact corrosion causes dam leakage, the third, due to dam foundation place layer of sand and sandy loam soil layer, the strong dyke seepage control ability of their seepage of water causes the dangerous situation of dykes and dams, therefore, one is found to have structure simple, reasonable in design, easy construction, antiseptic power is strong, impervious effective, the hydraulic engineering dyke seepage control water-stopping structure of long service life has just extremely been necessary.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, and structure is simple, reasonable in design, easy construction, antiseptic power are strong, impervious effective, the hydraulic engineering dyke seepage control water-stopping structure of long service life to provide one to have.
The technical solution adopted in the utility model is achieved in that a kind of hydraulic engineering dyke seepage control water-stopping structure, it comprises dykes and dams body, described dykes and dams body is provided with antiseepage slope, described surface, antiseepage slope is provided with anticorrosive coat, described anticorrosive coat bottom is provided with concrete fixed bed, the bottom of described concrete fixed bed is provided with waterproof roll layer, the lower end of dykes and dams body is provided with the first impervious body, the first described impervious body upper and lower is provided with layer of concrete, screed is provided with in the middle part of first impervious body, the middle part of the first impervious body is vertically connected with antiseepage and inserts body, described antiseepage is inserted body both sides and is provided with concrete wall, the middle part that body is inserted in antiseepage is provided with middle impervious body, the top of described middle impervious body is provided with flexible barrier body, the bottom of middle impervious body is provided with rigidity impervious body, first impervious body lower end thereof is connected with the second impervious body, the bottom that body is inserted in described antiseepage is provided with waterproof basic unit.
Described waterproof roll layer adopts PVC waterproof roll.
It is identical that the first described impervious body and the second impervious body arrange structure.
Described antiseepage is inserted body and is set to trapezoidal, and the lateral surface that body is inserted in antiseepage is inclined-plane.
The bottom surface of the first described impervious body is lower than the bottom surface of dykes and dams body.
The upper end that body is inserted in described antiseepage is arranged on the first impervious body inside.
One end of the second described impervious body is inserted body with antiseepage and is connected.
The bottom that body is inserted in described antiseepage is arranged on below described waterproof basic unit
The beneficial effects of the utility model: a kind of hydraulic engineering dyke seepage control of the utility model water-stopping structure, comprise dykes and dams body, the obstructing surface place of dykes and dams body is provided with antiseepage slope, antiseepage slope is provided with anticorrosive coat, anticorrosive coat effectively can to reduce in hydraulic engineering current to the long-term corrosion function of dykes and dams, the life-span of effective raising dykes and dams, there is the situations such as crack after placing corrosion, anticorrosive coat bottom is provided with concrete fixed bed, concrete fixed bed is effectively fixedly installed on the waterproof roll of its underpart, the set-up mode of this waterproof roll can improve the process in work progress, reduce difficulty of construction, reduction of erection time, and water seepage prevention is effective, then concrete fixed bed is used to fix, add intensity, increase the service life, in addition, in order to the Seepage preventing the dam foundation place from occurring moisture, the lower end of dykes and dams body is provided with the first impervious body, first impervious body is set to three layer construction, be respectively arranged with layer of concrete at an upper portion thereof and at a lower portion thereof, middle part is provided with screed, this structure is by the block-water effect of intermediate layer screed, just prevent the downward seepage of dam foundation top moisture, and be provided with the second impervious body to be connected with the first impervious body, present stepped, effectively expand the area of protection, enhance the effect of antiseepage, in addition, antiseepage is inserted the water source that middle part that body is arranged on the first impervious body this prevents obstructing surface and is permeated on rear side of dykes and dams, antiseepage is inserted body both sides and is provided with concrete wall, middle impervious body, the top of middle impervious body is provided with flexible barrier body, the bottom of middle impervious body is provided with rigidity impervious body, the sedimentation and deformation that this structure can prevent dam body water level high-low pressure from causing, also the horizontal distortion of dam body can be adapted to, add seepage capability, in addition, the top, lower end of inserting body in antiseepage is provided with waterproof basic unit, doing so avoids dam foundation place and insert the infiltration of body bottom by antiseepage, this structure has more effectively stopped the infiltration of moisture, reach high anti-seepage effect, it is simple that the utility model has structure, reasonable in design, easy construction, antiseptic power is strong, impervious effective, the advantage of long service life.
Accompanying drawing explanation
Fig. 1 is a kind of hydraulic engineering dyke seepage control of the utility model water-stopping structure structural representation.
Fig. 2 is a kind of hydraulic engineering dyke seepage control of the utility model water-stopping structure first permeable mass structural representation.
Fig. 3 is that body structure schematic diagram is inserted in the antiseepage of a kind of hydraulic engineering dyke seepage control of the utility model water-stopping structure.
In figure: 1, body 5, flexible barrier body 6, rigidity impervious body 7, second impervious body 8, waterproof basic unit are inserted in dykes and dams body 2, antiseepage slope 201, anticorrosive coat 202, concrete fixed bed 203, waterproof roll layer 3, first impervious body 301, layer of concrete 302, screed 4, antiseepage.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described further.
Embodiment 1
As Fig. 1, shown in Fig. 2 and Fig. 3, a kind of hydraulic engineering dyke seepage control water-stopping structure, it comprises dykes and dams body 1, described dykes and dams body 1 is provided with antiseepage slope 2, described surface, antiseepage slope 2 is provided with anticorrosive coat 201, described anticorrosive coat 201 bottom is provided with concrete fixed bed 202, the bottom of described concrete fixed bed 202 is provided with waterproof roll layer 203, the lower end of dykes and dams body 1 is provided with the first impervious body 3, the first described impervious body 3 upper and lower is provided with layer of concrete 301, screed 302 is provided with in the middle part of first impervious body 3, the middle part of the first impervious body 3 is vertically connected with antiseepage and inserts body 4, described antiseepage is inserted body 4 both sides and is provided with concrete wall 401, the middle part that body 4 is inserted in antiseepage is provided with middle impervious body 402, the top of described middle impervious body 402 is provided with flexible barrier body 5, the bottom of middle impervious body 402 is provided with rigidity impervious body 6, first impervious body 3 lower end thereof is connected with the second impervious body 7, the bottom that body 4 is inserted in described antiseepage is provided with waterproof basic unit 8.
A kind of hydraulic engineering dyke seepage control of the utility model water-stopping structure, comprise dykes and dams body, the obstructing surface place of dykes and dams body is provided with antiseepage slope, antiseepage slope is provided with anticorrosive coat, anticorrosive coat effectively can to reduce in hydraulic engineering current to the long-term corrosion function of dykes and dams, the life-span of effective raising dykes and dams, there is the situations such as crack after placing corrosion, anticorrosive coat bottom is provided with concrete fixed bed, concrete fixed bed is effectively fixedly installed on the waterproof roll of its underpart, the set-up mode of this waterproof roll can improve the process in work progress, reduce difficulty of construction, reduction of erection time, and water seepage prevention is effective, then concrete fixed bed is used to fix, add intensity, increase the service life, in addition, in order to the Seepage preventing the dam foundation place from occurring moisture, the lower end of dykes and dams body is provided with the first impervious body, first impervious body is set to three layer construction, be respectively arranged with layer of concrete at an upper portion thereof and at a lower portion thereof, middle part is provided with screed, this structure is by the block-water effect of intermediate layer screed, just prevent the downward seepage of dam foundation top moisture, and be provided with the second impervious body to be connected with the first impervious body, present stepped, effectively expand the area of protection, enhance the effect of antiseepage, in addition, antiseepage is inserted the water source that middle part that body is arranged on the first impervious body this prevents obstructing surface and is permeated on rear side of dykes and dams, antiseepage is inserted body both sides and is provided with concrete wall, middle impervious body, the top of middle impervious body is provided with flexible barrier body, the bottom of middle impervious body is provided with rigidity impervious body, the sedimentation and deformation that this structure can prevent dam body water level high-low pressure from causing, also the horizontal distortion of dam body can be adapted to, add seepage capability, in addition, the top, lower end of inserting body in antiseepage is provided with waterproof basic unit, doing so avoids dam foundation place and insert the infiltration of body bottom by antiseepage, this structure has more effectively stopped the infiltration of moisture, reach high anti-seepage effect, it is simple that the utility model has structure, reasonable in design, easy construction, antiseptic power is strong, impervious effective, the advantage of long service life.
Embodiment 2
As Fig. 1, shown in Fig. 2 and Fig. 3, a kind of hydraulic engineering dyke seepage control water-stopping structure, it comprises dykes and dams body 1, described dykes and dams body 1 is provided with antiseepage slope 2, described surface, antiseepage slope 2 is provided with anticorrosive coat 201, described anticorrosive coat 201 bottom is provided with concrete fixed bed 202, the bottom of described concrete fixed bed 202 is provided with waterproof roll layer 203, the lower end of dykes and dams body 1 is provided with the first impervious body 3, the first described impervious body 3 upper and lower is provided with layer of concrete 301, screed 302 is provided with in the middle part of first impervious body 3, the middle part of the first impervious body 3 is vertically connected with antiseepage and inserts body 4, described antiseepage is inserted body 4 both sides and is provided with concrete wall 401, the middle part that body 4 is inserted in antiseepage is provided with middle impervious body 402, the top of described middle impervious body 402 is provided with flexible barrier body 5, the bottom of middle impervious body 402 is provided with rigidity impervious body 6, first impervious body 3 lower end thereof is connected with the second impervious body 7, the bottom that body 4 is inserted in described antiseepage is provided with waterproof basic unit 8, described waterproof roll layer 203 adopts PVC waterproof roll, it is identical that the first described impervious body 3 and the second impervious body 7 arrange structure, described antiseepage is inserted body 4 and is set to trapezoidal, and the lateral surface that body 4 is inserted in antiseepage is inclined-plane, the bottom surface of the first described impervious body 3 is lower than the bottom surface of dykes and dams body 1, the upper end that body 4 is inserted in described antiseepage is arranged on the first impervious body 3 inside, one end of the second described impervious body 7 is inserted body 4 with antiseepage and is connected, the bottom that body 4 is inserted in described antiseepage is arranged on described waterproof basic unit less than 8.
A kind of hydraulic engineering dyke seepage control of the utility model water-stopping structure, comprise dykes and dams body, the obstructing surface place of dykes and dams body is provided with antiseepage slope, antiseepage slope is provided with anticorrosive coat, anticorrosive coat effectively can to reduce in hydraulic engineering current to the long-term corrosion function of dykes and dams, the life-span of effective raising dykes and dams, there is the situations such as crack after placing corrosion, anticorrosive coat bottom is provided with concrete fixed bed, concrete fixed bed is effectively fixedly installed on the waterproof roll of its underpart, the set-up mode of this waterproof roll can improve the process in work progress, reduce difficulty of construction, reduction of erection time, and water seepage prevention is effective, then concrete fixed bed is used to fix, add intensity, increase the service life, in addition, in order to the Seepage preventing the dam foundation place from occurring moisture, the lower end of dykes and dams body is provided with the first impervious body, first impervious body is set to three layer construction, be respectively arranged with layer of concrete at an upper portion thereof and at a lower portion thereof, middle part is provided with screed, this structure is by the block-water effect of intermediate layer screed, just prevent the downward seepage of dam foundation top moisture, and be provided with the second impervious body to be connected with the first impervious body, present stepped, effectively expand the area of protection, enhance the effect of antiseepage, in addition, antiseepage is inserted the water source that middle part that body is arranged on the first impervious body this prevents obstructing surface and is permeated on rear side of dykes and dams, antiseepage is inserted body both sides and is provided with concrete wall, middle impervious body, the top of middle impervious body is provided with flexible barrier body, the bottom of middle impervious body is provided with rigidity impervious body, the sedimentation and deformation that this structure can prevent dam body water level high-low pressure from causing, also the horizontal distortion of dam body can be adapted to, add seepage capability, in addition, the top, lower end of inserting body in antiseepage is provided with waterproof basic unit, doing so avoids dam foundation place and insert the infiltration of body bottom by antiseepage, this structure has more effectively stopped the infiltration of moisture, reach high anti-seepage effect, it is simple that the utility model has structure, reasonable in design, easy construction, antiseptic power is strong, impervious effective, the advantage of long service life.
Claims (8)
1. a hydraulic engineering dyke seepage control water-stopping structure, it comprises dykes and dams body, it is characterized in that: described dykes and dams body is provided with antiseepage slope, described surface, antiseepage slope is provided with anticorrosive coat, described anticorrosive coat bottom is provided with concrete fixed bed, the bottom of described concrete fixed bed is provided with waterproof roll layer, the lower end of dykes and dams body is provided with the first impervious body, the first described impervious body upper and lower is provided with layer of concrete, screed is provided with in the middle part of first impervious body, the middle part of the first impervious body is vertically connected with antiseepage and inserts body, described antiseepage is inserted body both sides and is provided with concrete wall, the middle part that body is inserted in antiseepage is provided with middle impervious body, the top of described middle impervious body is provided with flexible barrier body, the bottom of middle impervious body is provided with rigidity impervious body, first impervious body lower end thereof is connected with the second impervious body, the bottom that body is inserted in described antiseepage is provided with waterproof basic unit.
2. a kind of hydraulic engineering dyke seepage control water-stopping structure according to claim 1, is characterized in that: described waterproof roll layer adopts PVC waterproof roll.
3. a kind of hydraulic engineering dyke seepage control water-stopping structure according to claim 1, is characterized in that: it is identical that the first described impervious body and the second impervious body arrange structure.
4. a kind of hydraulic engineering dyke seepage control water-stopping structure according to claim 1, is characterized in that: described antiseepage is inserted body and is set to trapezoidal, and the lateral surface that body is inserted in antiseepage is inclined-plane.
5. a kind of hydraulic engineering dyke seepage control water-stopping structure according to claim 1, is characterized in that: the bottom surface of the first described impervious body is lower than the bottom surface of dykes and dams body.
6. a kind of hydraulic engineering dyke seepage control water-stopping structure according to claim 1, is characterized in that: the upper end that body is inserted in described antiseepage is arranged on the first impervious body inside.
7. a kind of hydraulic engineering dyke seepage control water-stopping structure according to claim 1, is characterized in that: one end of the second described impervious body is inserted body with antiseepage and is connected.
8. a kind of hydraulic engineering dyke seepage control water-stopping structure according to claim 1, is characterized in that: the bottom that body is inserted in described antiseepage is arranged on below described waterproof basic unit.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105625264A (en) * | 2016-01-17 | 2016-06-01 | 长春工程学院 | Anti-seepage water-stop structure for hydraulic engineering dam |
CN108221876A (en) * | 2018-02-08 | 2018-06-29 | 吕桂兰 | A kind of hydraulic engineering flood discharge antiseepage dam |
CN108560499A (en) * | 2018-02-08 | 2018-09-21 | 吕桂兰 | A kind of leakproof Treatment of Sludge water resources dam |
CN109056653A (en) * | 2018-08-15 | 2018-12-21 | 李炫颖 | A kind of hydraulic engineering impervious watertight structure |
CN111549725A (en) * | 2020-05-29 | 2020-08-18 | 大连理工大学 | Waterproof horizontal water leakage structure for roller compacted concrete dam intermittent layer in severe cold area |
CN111962475A (en) * | 2020-08-25 | 2020-11-20 | 山东黄河工程集团有限公司 | Dam upstream face seepage prevention structure |
-
2014
- 2014-12-26 CN CN201420836387.XU patent/CN204385682U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105625264A (en) * | 2016-01-17 | 2016-06-01 | 长春工程学院 | Anti-seepage water-stop structure for hydraulic engineering dam |
CN105625264B (en) * | 2016-01-17 | 2017-11-03 | 长春工程学院 | A kind of hydraulic engineering dyke seepage control water sealing structure |
CN108221876A (en) * | 2018-02-08 | 2018-06-29 | 吕桂兰 | A kind of hydraulic engineering flood discharge antiseepage dam |
CN108560499A (en) * | 2018-02-08 | 2018-09-21 | 吕桂兰 | A kind of leakproof Treatment of Sludge water resources dam |
CN109056653A (en) * | 2018-08-15 | 2018-12-21 | 李炫颖 | A kind of hydraulic engineering impervious watertight structure |
CN111549725A (en) * | 2020-05-29 | 2020-08-18 | 大连理工大学 | Waterproof horizontal water leakage structure for roller compacted concrete dam intermittent layer in severe cold area |
CN111962475A (en) * | 2020-08-25 | 2020-11-20 | 山东黄河工程集团有限公司 | Dam upstream face seepage prevention structure |
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