CN204551497U - Large discharge high water head protection against erosion, antiseepage overflow cofferdam structure - Google Patents
Large discharge high water head protection against erosion, antiseepage overflow cofferdam structure Download PDFInfo
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- CN204551497U CN204551497U CN201520130174.XU CN201520130174U CN204551497U CN 204551497 U CN204551497 U CN 204551497U CN 201520130174 U CN201520130174 U CN 201520130174U CN 204551497 U CN204551497 U CN 204551497U
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Abstract
The utility model discloses a kind of large discharge high water head protection against erosion, antiseepage overflow cofferdam structure, comprise and the riverbed basement rock after being seated in excavation utilizes riverbed excavated material as the CSG cofferdam of main material source, the antiseepage top layer of weir body is provided with in CSG cofferdam upstream face, on weir, upstream, CSG cofferdam, pin is provided with seepage control of cofferdam foundation curtain, the impervious barrier of weir, downstream, cofferdam body is provided with in CSG cofferdam downstream surface, the impervious barrier surface of weir, downstream, cofferdam body is provided with precast concrete block, CSG cofferdam weir crest is provided with normal concrete protection and covers.The antiseepage top layer of weir, upstream, described cofferdam body and the impervious barrier material of weir, downstream, cofferdam body are by adding cement paste thus the material of raising impermeability on the basis of CSG bank material.The utility model integral arrangement is simple, and accomplished to gather materials on the spot, twice laid, Simplified flowsheet is environmentally friendly engineering.Solve large discharge high water head and cross the technical barriers such as the novel and environmental protection of water CSG cofferdam erosion control, antiseepage, significantly reduce engineering quantity and cost saving.
Description
Technical field
The utility model relates to a kind of overflow cofferdam structure, especially a kind of large discharge high water head protection against erosion, antiseepage overflow cofferdam structure.
Background technology
CSG technology is a novel dam construction technique, the core of this technology a small amount of cementitious material and water is added in channel sand gravel or excavation dead meal these base materials easily found near dam site, then adopts simple mixing device to mix and stir and the dam material of a kind of novel cheapness that obtains.CSG is a kind of material between enrockment and roller compacted concrete, can be regarded as a kind of poor glue roller compacted concrete.Construction method adopts loose rock dam mode, can construction be simplified, speed.
At present, CSG dam construction technique is at the early-stage at home, applies less, is mainly used in cofferdam and fills aspect, but also just uses on minor works and small river.For the large-scale hydroelectric project on great rivers, the cofferdam adopting CSG to do antiseepage not yet used.
If cofferdam only adopts CSG structure, because its cementitious material volume is low, transmission coefficient is large, exist cofferdam permeable, cause foundation ditch to choke water and affect the problems such as barrage construction and cofferdam safe flood; Therefore, mainly adopt the structural shape of " golden contracted payment " both at home and abroad at present, namely adopt the solution of inside " CSG ", outer wrap normal concrete.
Utility model content
Technical problem to be solved in the utility model is, there is provided a kind of under the prerequisite meeting safe operation, solve large discharge, high water head overflow cofferdam passes the flood period the technical barrier such as safety and environmental protection, significantly large discharge high water head protection against erosion, the antiseepage overflow cofferdam structure of cost saving.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of large discharge high water head protection against erosion, antiseepage overflow cofferdam structure, comprise and the riverbed basement rock after being seated in excavation utilizes riverbed excavated material as the CSG cofferdam of main material source, the antiseepage top layer of weir body is provided with in CSG cofferdam upstream face, on weir, upstream, CSG cofferdam, pin is provided with seepage control of cofferdam foundation curtain, the impervious barrier of weir, downstream, cofferdam body is provided with in CSG cofferdam downstream surface, the impervious barrier surface of weir, downstream, cofferdam body is provided with precast concrete block, CSG cofferdam weir crest is provided with normal concrete protection cover.
The antiseepage top layer of weir, upstream, described cofferdam body and the impervious barrier material of weir, downstream, cofferdam body are by adding cement paste thus the material of raising impermeability on the basis of CSG bank material.
The back of described precast concrete block is provided with the anchor bar be inserted in the impervious barrier of downstream, cofferdam.
Downstream, described cofferdam precast concrete block is polylith, adopts the structure of sitting slurry fissure of displacement code block between levels.
The antiseepage skin depth of weir, upstream, described cofferdam body is 1m ~ 2m; The impervious barrier thickness of weir, downstream, described cofferdam body is 1-1.5m.
The beneficial effects of the utility model are: compared with the built hydroelectric project seepage prevention of cofferdam pattern of home and abroad, and the utility model integral arrangement is simple, and accomplished to gather materials on the spot, twice laid, Simplified flowsheet is environmentally friendly engineering.Solve large discharge high water head and cross the technical barriers such as the novel and environmental protection of water CSG cofferdam erosion control, antiseepage, significantly reduce engineering quantity and cost saving.
Accompanying drawing explanation
Fig. 1 is the structural representation of large discharge high water head protection against erosion of the present utility model, antiseepage overflow cofferdam structure.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail:
As shown in Figure 1, large discharge high water head protection against erosion of the present utility model, antiseepage overflow cofferdam structure, comprise and the riverbed basement rock after being seated in excavation utilizes riverbed excavated material as the CSG cofferdam of main material source, the antiseepage top layer of weir body is provided with in CSG cofferdam upstream face, on weir, upstream, CSG cofferdam, pin is provided with seepage control of cofferdam foundation curtain, the impervious barrier of weir, downstream, cofferdam body is provided with in CSG cofferdam downstream surface, the impervious barrier surface of weir, downstream, cofferdam body is provided with precast concrete block, CSG cofferdam weir crest is provided with normal concrete protection and covers.
The antiseepage top layer of weir, upstream, described cofferdam body and the impervious barrier material of weir, downstream, cofferdam body are by adding cement paste thus the material of raising impermeability on the basis of CSG bank material.
The back of described precast concrete block is provided with the anchor bar be inserted in the impervious barrier of downstream, cofferdam.
Downstream, described cofferdam precast concrete block is polylith, adopts the structure of sitting slurry fissure of displacement code block between levels.
The antiseepage skin depth of weir, upstream, described cofferdam body is 1m ~ 2m; The impervious barrier thickness of weir, downstream, described cofferdam body is 1-1.5m.
Above-mentioned large discharge high water head protection against erosion, the construction method of antiseepage overflow cofferdam structure, the antiseepage top layer of weir, upstream, described cofferdam body, with the inner CSG cofferdam of weir body with layer making, add slurry with layer and vibrate, rise layer simultaneously; Sit slurry fissure of displacement code between the precast concrete block levels of downstream, described cofferdam to build, be ahead of the inner CSG cofferdam of weir body with layer making, play template function simultaneously.
Described CSG cofferdam 1, selects barrage and foundation ditch covering layer excavation original state sand gravel, every m
3add the cementitious material of 85kg ~ 100kg in sand gravel material, wherein cement 60kg ~ 70kg, the water of flyash 25kg ~ 30kg and 80kg ~ 95kg, with simple and easy lorry mounted mixer or backhoe is simple and easy mixes and stirs the rear mode rolled of directly putting in storage, form a kind of new material cofferdam.
The antiseepage top layer 2 of weir, upstream, described cofferdam body and impervious barrier 5 material in face, weir, downstream, cofferdam are the material improving impermeability on the basis of CSG cofferdam 1 material by adding cement paste.Such as usual employing is evenly added and is accounted for the total consumption 4% ~ 8% of CSG cementitious material, water/binder ratio is the cement paste of 1:0.6.
Such as, the utility model be used for some hydropower station, engineering cofferdam is overflow cofferdam, and maximum height reaches 49m, compared with domestic built engineering, weir, cofferdam height, peak flood flow of passing the flood period is large, weir head is high, cross the water time long, the cofferdam always amount of filling is large.Therefore, cofferdam engineering difficulty in structural safety, protection against erosion and anti-permeability performance etc. is larger.
Adopt structure of the present utility model, on material, directly adopt the sand gravel layered material in the dam foundation and weir base excavation, the large erratic boulder of only rejecting and being greater than more than 250mm grain radius need not be sieved, directly mix and stir with simple and easy lorry mounted mixer or backhoe and directly to put in storage afterwards, form a kind of new material cofferdam.
For meeting seepage prevention of cofferdam requirement, in the scope of weir body upstream face 1m ~ 2m, adopt pumping slot or jack mode, evenly add 4% ~ 8%, water/binder ratio is the cement paste of 1:0.6, make to the improvement residing in the constructional materials (abnormal CSG) of impermeability, transmission coefficient is minimum reaches W5, meets structural safety requirement.
Although abnormal CSG impermeability and compressive strength have the raising of certain amplitude, what the compressive strength obtained also did not meet large discharge, high water head and long duration washes away requirement; If select the form of structure of " golden contracted payment ", normal concrete formwork support arrangement, build and treat the construction links such as strong, can the serious restriction cofferdam rate of climb; By repetition test and than choosing, recommend to adopt precast concrete block pattern, meet antiscour and rapid construction requirement.Precast concrete block can be prefabricated in other places, do not take face, storehouse, cofferdam, and installation rate is fast, does not take the straight line duration, and can play CSG template action.
Utilize excavated material as the great rivers power station of material source, mistake water CSG cofferdam adopts abnormal CSG+ precast concrete block, solves cofferdam erosion control, antiseepage.Specifically, be adopt riverbed foundation ditch covering layer excavated material, directly mix and stir and fill cofferdam, develop novel erosion control, seepage prevention system, namely solving engineering construction needs problem, reduces ambient influnence, cost saving simultaneously.
By arranging the pattern of abnormal CSG+ precast concrete block on CSG surface, solve weir, cofferdam body and prevent blending protection against erosion problem.By adopting abnormal CSG+ precast concrete block, under the prerequisite meeting safe operation, solving large discharge, high water head passes the flood period the technical barrier such as safety and environmental protection, significantly the large discharge high water head CSG seepage prevention of cofferdam of cost saving and the new of erosion control.
In cofferdam downstream side surface, lay precast concrete block by stepped ramp type, be fixed on the body of weir, cofferdam by anchor bar, play flushing preventing function.The antiseepage top layer in face, weir, upstream, cofferdam, with the inner CSG cofferdam of weir body with layer making, add slurry with layer and vibrate, rise layer simultaneously; Sit slurry fissure of displacement code between the precast concrete block levels of downstream, described cofferdam to build, be ahead of on the inner CSG cofferdam of weir body and rise.Except structure function, also play template function.
The withered phase, cofferdam is blocked water by abnormal CSG seepage prevention system, prevent weir body permeable, so that foundation ditch is poured water, affects engineering normal construction; In flood season, flood climbs over weir crest flood discharge, and the precast concrete block reinforced plays protection against erosion effect, prevents routed weir; After flood, drain pit water accumulation, continue engineering construction.Meanwhile, when cofferdam construction, precast concrete block plays template action.
Above-described embodiment is only for illustration of technological thought of the present utility model and feature, its object is to enable those skilled in the art understand content of the present utility model and implement according to this, only can not limit the scope of the claims of the present utility model with the present embodiment, namely the equal change that the spirit that all the utility model disclose is done or modification, still drop in the scope of the claims of the present utility model.
Claims (5)
1. a large discharge high water head protection against erosion, antiseepage overflow cofferdam structure, comprise and the riverbed basement rock after being seated in excavation utilizes riverbed excavated material as the CSG cofferdam (1) of main material source, it is characterized in that, the antiseepage top layer (2) of weir body is provided with in CSG cofferdam (1) upstream face, on CSG cofferdam (1) weir, upstream, pin is provided with seepage control of cofferdam foundation curtain (3), the impervious barrier (5) of weir, downstream, cofferdam body is provided with in CSG cofferdam (1) downstream surface, impervious barrier (5) surface of weir, downstream, cofferdam body is provided with precast concrete block (4), CSG cofferdam (1) weir crest is provided with normal concrete protection and covers (6).
2. large discharge high water head protection against erosion according to claim 1, antiseepage overflow cofferdam structure, it is characterized in that, the antiseepage top layer (2) of weir, upstream, described cofferdam body and impervious barrier (5) material of weir, downstream, cofferdam body are by adding cement paste thus the material of raising impermeability on the basis of CSG cofferdam (1) material.
3. large discharge high water head protection against erosion according to claim 1, antiseepage overflow cofferdam structure, it is characterized in that, the back of described precast concrete block (4) is provided with the anchor bar (7) be inserted in downstream, cofferdam impervious barrier (5).
4. large discharge high water head protection against erosion according to claim 3, antiseepage overflow cofferdam structure, is characterized in that, downstream, described cofferdam precast concrete block (4) is polylith, adopts the structure of sitting slurry fissure of displacement code block between levels.
5. the large discharge high water head protection against erosion according to any one of claim 1-4, antiseepage overflow cofferdam structure, is characterized in that, antiseepage top layer (2) thickness of weir, upstream, described cofferdam body is 1m ~ 2m; Impervious barrier (5) thickness of weir, downstream, described cofferdam body is 1-1.5m.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695455A (en) * | 2015-03-06 | 2015-06-10 | 华能澜沧江水电股份有限公司 | High-flow and high-head antiscour and anti-seepage overflow cofferdam structure and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695455A (en) * | 2015-03-06 | 2015-06-10 | 华能澜沧江水电股份有限公司 | High-flow and high-head antiscour and anti-seepage overflow cofferdam structure and construction method thereof |
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