CN1269445A - Fast piping controlling hood for river dike - Google Patents
Fast piping controlling hood for river dike Download PDFInfo
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- CN1269445A CN1269445A CN 99103766 CN99103766A CN1269445A CN 1269445 A CN1269445 A CN 1269445A CN 99103766 CN99103766 CN 99103766 CN 99103766 A CN99103766 A CN 99103766A CN 1269445 A CN1269445 A CN 1269445A
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- stringing
- water
- infiltration
- hole
- river dike
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Abstract
The quick-acting control cover for piping of river embankment mainly includes covering cloth, water-lifting cloth tube, infiltration cloth tube, water discharge tube, press block, fixing rope and pulling rope, which is characterized by that the centre of said covering cloth possesses a hole, around said hole a group of press blocks is set, and the water-lifting cloth tube and infiltration cloth tube are connected on the hole position. Said invention can fully utilize the whole staff of the embankment site to implement reversed filter well-enclosing method and water-pressure balancing method within 1-2 min. to quickly control piping.
Description
The present invention is a kind of fast piping controlling hood for river dike, belongs to the technical field of water conservancy flood-fighting.
Between flood period, river dyke bursts 90% to be caused by piping, when piping appears in dykes and dams, the well method is enclosed in the anti-worry of general employing and the equilibrium water platen press is controlled processing, be characterized in dropping into great amount of manpower and material resources, by piling, row barrier, cofferdam, lift series of measures such as water, drainage, pressure stone dangerous situation controlled, but to the great stain mouth piping of dangerous situation and personnel are few, goods and materials lack at the scene, transfer manpower and materials needs under the situation of certain hour, best opportunity that will piping out of hand, cause the dykes and dams crevasse.
Purpose of the present invention is exactly the problem at above existence, create a kind of fast piping controlling hood for river dike easy to use, it can effectively control the piping dangerous situation rapidly in the shortest time, guarantee rivers embankment safety, makes people's lives and properties avoid massive losses.
Fast piping controlling hood for river dike of the present invention mainly comprises: drop cloth, lift water stringing, infiltration stringing, gutter, briquetting, static line, rope, it is characterized in that: have a circular hole at the center of drop cloth, the hole around be provided with one group of briquetting, lift the water stringing, the infiltration stringing just be connected on the position in hole.The shape of lifting the water stringing is cylindrical, and its cylindrical top has a hole, and gutter just is located on the position in hole, and the upper end of lifting the water stringing also is provided with one group of rope; The shape of infiltration stringing is made up of two parts, and top is cylindrical, and the both sides of its cylindrical are provided with many group ropes, and the bottom is conical, is made by the nonwoven seepage material, and its bottom is connected on the circular hole of drop cloth with the bottom of lifting the water stringing; Drop cloth is rectangle or square, is made by nonwoven or plastic woven cloth; Static line is located on four angles of drop cloth; Briquetting is disc, is combined into by the polylith pressing plate, is provided with the concave-convex clutch groove between pressing plate and the pressing plate.When using, remove on-the-spot foreign material, the central aperture piping mouth of fast piping controlling hood for river dike, draw back fast piping controlling hood for river dike one side earlier, draw back opposite side again, make drop cloth, lift the water stringing, gutter, the infiltration stringing all launches, the Field Force stands in the briquetting upper edge rapidly and lifts the water stringing and impale the multilayer wall, catch rope lifting the water stringing, the infiltration stringing is brought up to 1 meter to 18 meters and 1.2 to 2 meters respectively, mention highly and decide on field condition, the bottom tube wall diafiltration by the infiltration stringing of muddy water that piping gushes out is entered lift the water stringing, or part is directly flow to by the infiltration stringing mouth of pipe and lifts the water stringing, and then from lifting the water stringing, gutter flows out, this moment, place Min layers was filled out coarse sand in the infiltration stringing, handstone, big stone, the about 20cm to 30cm of every layer thickness, if water yield is big and anxious in the infiltration stringing, when filtrate can't place Min layers be filled out, can use big stone earlier, stone, fragment of brick, filling, with the place of rope it is bound again about 0.6 meter to 1.2 meters of infiltration stringings, directly fill out in lifting the water stringing shop with sandstone or general permeable material, simultaneously large quantities of reinforcement personnel's part portions stands on the drop cloth around lifting the water stringing, another part personnel become to enclose well with sandbag around lifting water stringing place Min layers row bond, stand in and stand in again on the original position after people on briquetting and the drop cloth is replaced by sandbag successively, when the sandbag bond will keep the unimpeded of gutter passage during to certain altitude, silt in a large amount of sandbags is poured on the drop cloth, slowly remove the people who stands on the sandbag, to lift the water stringing, rope on the infiltration stringing is bundled on the timber of support, strengthen observing ambient conditions, pay close attention to its development.Piping is as in the deep water that occurs in the river time, plug mao bamboon in the position at piping mouth center and indicate bar, remove under water foreign material such as bough etc., the centre bore of fast piping controlling hood for river dike is passed mao bamboon indicate bar, with drop cloth, lift the water stringing, gutter, the infiltration stringing all launches, it is fixing that the static line that drop cloth is four jiaos is buckled in the piling that slowly sinks under the water on the timber, lift the water stringing, rope on the infiltration stringing is bundled in the top that mao bamboon indicates bar, sandbag is pressed on briquetting and the drop cloth around lifting the water stringing, muddy water part that piping gushes out is gone out from the bottom diafiltration of infiltration stringing, another part flows out from the infiltration stringing that exceeds the water surface, place Min layers is filled out coarse sand in the infiltration stringing, handstone, big stone, every layer thickness 20cm to 30cm, as water yield is big and anxious in the stringing that seeps water, when filtrate can't place Min layers be filled out, can use big stone earlier, stone, the fragment of brick filling, bind with the rope stringing that will seep water again, directly fill out in lifting the water stringing shop with sandstone or general permeable material, simultaneously large quantities of reinforcement personnel become to enclose well with sandbag around lifting water stringing place Min layers row bond, a large amount of sandbags is pressed on the drop cloth, situation around strengthening observing is paid close attention to its development.It can control the loss of argillaceous sand stone in the piping to greatest extent, and under the situation few personnel, that goods and materials lack, the Field Force can play a role at once, and controls the dangerous circumstances rapidly, strives for the quality time for assembling human and material resources.
Adopt its advantage of fast piping controlling hood for river dike of the present invention to be:
1. make full use of the on-the-spot all personnel of dykes and dams, the effect of performance human body weight temporarily substitutes sandbag by the people, once, finished the conventional anti-filter of wanting just can finish in one, four hour within two minutes and enclosed well method, equilibrium water platen press;
2. can save a large amount of Polywoven Bags;
3. can in the shortest time, control the piping dangerous situation rapidly;
4. alleviate people the feared state of mind, heighten one's confidence, significantly improve the operating efficiency of flood-fighting;
5. simple in structure, cost is low, easy to use.
Embodiment of the present invention are described further as follows in conjunction with the accompanying drawings: accompanying drawing () is the structural representation of fast piping controlling hood for river dike, and accompanying drawing (two) is the partial structurtes sectional view of fast piping controlling hood for river dike.
Shown in accompanying drawing (), accompanying drawing (two):
Drop cloth 1. lift the water stringing 2., the infiltration stringing 3., briquetting 4., gutter 5., rope 6., static line 7..
Embodiment one:
When using, remove on-the-spot foreign material, the central aperture piping mouth of fast piping controlling hood for river dike, draw back fast piping controlling hood for river dike one side earlier, draw back opposite side again, make drop cloth 1., lift the water stringing 2., gutter 5., 3. the infiltration stringing all launches, the Field Force stands in briquetting rapidly and 4. lifts the water stringing and 2. impale the multilayer wall in the upper edge, catch rope 6. lifting the water stringing 2., 3. the infiltration stringing brings up to 1 meter to 1.8 meters and 1.2 to 2 meters respectively, mention highly and decide on field condition, 2. the muddy water that piping is gushed out enters by the bottom tube wall diafiltration 3. of infiltration stringing lifts the water stringing, or part by the infiltration stringing 3. the mouth of pipe directly flow to and lift the water stringing 2., and then from lifting the water stringing 2., 5. gutter flows out, this moment the infiltration stringing 3. in place Min layers fill out coarse sand, handstone, big stone, the about 20cm to 30cm of every layer thickness, if the 3. interior water yield of infiltration stringing is big and anxious, when filtrate can't place Min layers be filled out, can use big stone earlier, stone, fragment of brick, the sand hill filling, 3. it is bound the place about 0.6 meter to 1.2 meters at the infiltration stringing with rope again, with sandstone or general permeable material directly the shop fill out lift the water stringing 2. in, simultaneously, 2. large quantities of reinforcement personnel's part portions stands in drop cloth and 1. goes up around lifting the water stringing, another part personnel with sandbag around lift the water stringing 2. place Min layers row bond become to enclose well, stand in and stand in again on the original position after people that 1. 4. briquetting go up with drop cloth is replaced by sandbag successively, when the sandbag bond will keep 5. passage unimpeded of gutter during to certain altitude, 1. silt in a large amount of sandbags is poured on drop cloth goes up, slowly remove the people who stands on the sandbag, to lift the water stringing 2., 6. the rope that 3. the infiltration stringing is gone up is bundled on the timber of support, strengthen observing ambient conditions, pay close attention to its development.
Claims (6)
1, a kind of fast piping controlling hood for river dike mainly comprises: drop cloth, lift water stringing, infiltration stringing, gutter, briquetting, static line, rope, it is characterized in that: have a circular hole at the center of drop cloth, the hole around be provided with one group of briquetting, lift the water stringing, the infiltration stringing just be connected on the position in hole.
2, according to the described a kind of fast piping controlling hood for river dike of claim, it is characterized in that: the shape of lifting the water stringing is cylindrical, and its cylindrical top has a hole, and gutter just is located on the position in hole, and the upper end of lifting the water stringing also is provided with one group of rope;
3, according to the described a kind of fast piping controlling hood for river dike of claim, it is characterized in that: the shape of infiltration stringing is made up of two parts, top is cylindrical, the both sides of its cylindrical are provided with many group ropes, the bottom is conical, made by the nonwoven seepage material, its bottom is connected on the circular hole of drop cloth with the bottom of lifting the water stringing;
4, according to the described a kind of fast piping controlling hood for river dike of claim, it is characterized in that: drop cloth is rectangle or square, is made by nonwoven or plastic woven cloth;
5, according to the described a kind of fast piping controlling hood for river dike of claim, it is characterized in that: static line is located on four angles of drop cloth;
6, according to the described a kind of fast piping controlling hood for river dike of claim, it is characterized in that: briquetting is disc, is combined into by the polylith pressing plate, is provided with the concave-convex clutch groove between pressing plate and the pressing plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99103766 CN1269445A (en) | 1999-04-07 | 1999-04-07 | Fast piping controlling hood for river dike |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99103766 CN1269445A (en) | 1999-04-07 | 1999-04-07 | Fast piping controlling hood for river dike |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1269445A true CN1269445A (en) | 2000-10-11 |
Family
ID=5271423
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99103766 Pending CN1269445A (en) | 1999-04-07 | 1999-04-07 | Fast piping controlling hood for river dike |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1269445A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102051896B (en) * | 2009-11-02 | 2012-04-18 | 郑州优特基础工程维修有限公司 | Dam piping rescue high polymer closed grouting method |
| CN113174982A (en) * | 2021-04-08 | 2021-07-27 | 中国十七冶集团有限公司 | Deep foundation pit piping plugging device and plugging method |
-
1999
- 1999-04-07 CN CN 99103766 patent/CN1269445A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102051896B (en) * | 2009-11-02 | 2012-04-18 | 郑州优特基础工程维修有限公司 | Dam piping rescue high polymer closed grouting method |
| CN113174982A (en) * | 2021-04-08 | 2021-07-27 | 中国十七冶集团有限公司 | Deep foundation pit piping plugging device and plugging method |
| CN113174982B (en) * | 2021-04-08 | 2022-02-08 | 中国十七冶集团有限公司 | Deep foundation pit piping plugging device and plugging method |
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