CN106436635A - Equipment and method for reinforcing dike - Google Patents
Equipment and method for reinforcing dike Download PDFInfo
- Publication number
- CN106436635A CN106436635A CN201611009550.5A CN201611009550A CN106436635A CN 106436635 A CN106436635 A CN 106436635A CN 201611009550 A CN201611009550 A CN 201611009550A CN 106436635 A CN106436635 A CN 106436635A
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- China
- Prior art keywords
- dykes
- dams
- equipment
- dike
- speed hydraulic
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 13
- 230000005540 biological transmission Effects 0.000 claims abstract description 19
- 201000010099 disease Diseases 0.000 claims abstract description 6
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 claims abstract description 6
- 230000002787 reinforcement Effects 0.000 claims description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 7
- 238000003379 elimination reaction Methods 0.000 abstract 1
- 239000000945 filler Substances 0.000 description 25
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 239000004575 stone Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 239000002689 soil Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 2
- 238000007654 immersion Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000003491 array Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007717 exclusion Effects 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000009527 percussion Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
-
- 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
-
- 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)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention relates to equipment for eliminating dike diseases and reinforcing a dike. The equipment comprises a cab, a walking device, a transmission arm, a high-speed hydraulic rammer compactor and the like. The high-speed hydraulic rammer compactor is arranged on the front portion of the transmission arm. The invention further relates to a method for reinforcing the dike through the equipment. By means of the equipment and method for reinforcing the dike, a channel in water danger can be directly cut off in the vertical direction; danger can be eliminated or the dike can be reinforced rapidly and effectively; the situation that in the traditional damage elimination process, people and equipment repeatedly tread and roll a dike which is weakened through water logging, so that a severer dangerous case such as dike burst or breach is caused easily is avoided; and the dangerous case caused by such phenomena as dike piping or leakage is eliminated fundamentally.
Description
Technical field
Originally it is related to the technical field that a kind of flood control and dykes and dams are safeguarded, specifically one kind is excluded dykes and dams disease and added
The Apparatus for () and method therefor on dyke strengthening dam.
Background technology
At present, when the risk of leakage feelings such as piping in domestic dykes and dams, main employing fills in stifled method, has water side slope possible to dykes and dams
The fillers such as building stones are thrown at permeable position in a large number.Though having certain effect, a large amount of human and material resources and time need to be consumed, jeopardize
Personal safety.During getting rid of the danger, people and equipment are repeatedly trampled and are rolled the weak dykes and dams of water logging, are easily caused breach etc. of inrushing
Bigger dangerous situation.
During embankment seepage, loose inside dam body, the method that plug blocks up permeable mouth can not solve the weak disease of dam body internal defect
Evil.
Domestic high less than mobility, impact force is big, harmless pile driving equipment and localized high intensity impact compaction to dam body
Equipment, can only beat small-sized timber with artificial or mini-plant, consolidation effect is poor.Dangerous.The operation principle of vibreatory hammer is soil
Earth liquefaction is theoretical, loose dam body during vibration, and impact proximity structure thing is it is impossible to be used for the weak dam body emergency work construction that soaks.
During regular maintenance, dykes and dams crack need to be backfilling and compacted after being excavated under crack, and efficiency is low, costly, the pit of excavation
Bottom is difficult to Effective Compaction.
Content of the invention
The present invention provides a kind of Apparatus for () and method therefor reinforced dykes and dams and remove the dangerous condition to overcome drawbacks described above.
A kind of equipment reinforcing dykes and dams, is characterized in that：Including driver's cabin, running gear, transmission arm, hydraulic system and height
Fast hydraulic pressure beater, high-speed hydraulic rammer compactor is arranged on the front portion of transmission arm, and transmission arm and high-speed hydraulic rammer compactor are all and hydraulic pressure
System connects, and the bottom of high-speed hydraulic rammer compactor is provided with accessory.
The method that equipment described in a kind of utilization claim 1 reinforces dykes and dams, is characterized in that：Using following steps：1st, determine
The position needing reinforcement and depth, according to the observation with judge or utilize dam leakage survey meter, determine the position that dykes and dams need reinforcement
Put and depth；2nd, equipment is driven to the position that dykes and dams need reinforcement, operation transmission arm makes high-speed hydraulic rammer compactor bottom be pressed in
Stake upper end；3rd, starting hydraulic system makes high-speed hydraulic rammer compactor be driven piles, and stake is squeezed into inside dykes and dams, makes a driving depth
Exceed the depth at disease position, formed and reinforce heap.
Beneficial effects of the present invention mainly embody from the following aspects：
The equipment reinforcing dykes and dams in the present invention is to be combined with high-speed hydraulic rammer compactor by excavator to form movable speedily carrying out rescue work
Equipment, this equipment ground is less than pressure, and mobility is high, rapid on the muddy dykes and dams of immersion can reach position of being in danger, need not carry out
Extra scene prepares and miscellaneous equipment auxiliary, directly constructs；Hydraulic hammer has the ability of impact skyscraper supporting pile, at a high speed
Hydraulic pressure beater is a kind of hydraulic hammer application pattern that accessory is tamping plate, hit energy 10 ~ 60kJ, the bearing capacity of driven pile 500 ~
3500kN, impact per minute 30～80 times, percussion intensity can adjust on demand, and piling strength is big, efficiency high, and speed of speedily carrying out rescue work is fast, effect
Really good, large-scale solid stake and pile tube can be squeezed into；Active force during high-speed hydraulic rammer compactor piling be with stake to squeeze into direction consistent
Linear force, will not be loose and destroy the neighbouring soil body and works；The hammer body of high-speed hydraulic rammer compactor is transported inside machine up and down
Dynamic, the no unsafe factor such as splashing, do not affect nearby crowd and equipment construction；High-speed hydraulic rammer compactor is in the drive of digger arm
Multiple modes speedily carried out rescue work or control flood can be completed down, such as permeable, piping, immersion is weak, breach a dyke and daily exclusion disease, locally
Reinforce etc., implementing various operations of controlling flood or speedily carry out rescue work in the presence of digger arm need not other crane gears assist, and can stretch
Operated to the close position of people's inconvenience；High-speed hydraulic rammer compactor can connect the accessory of different size model, can also basis
The needing of flood control selects different type pile, also allows for drawing materials nearby.
The method of the present invention is reinforced to dykes and dams, it is possible to achieve directly vertically shortened marine insurance passage, fast and effeciently enters
Row get rid of the danger or dam body consolidation it is thus also avoided that tradition is got rid of the danger, middle people and equipment are repeatedly trampled and are rolled the weak dykes and dams of water logging,
It is easily caused the bigger dangerous situations such as breach that inrush, fundamentally solve the dangerous situation occurring because of phenomenons such as dike piping or seepages.
Brief description
Fig. 1 reinforces the schematic diagram of dykes and dams equipment and embodiment 1 for the present invention.
Fig. 2 is the schematic diagram of the embodiment of the present invention 2.
Fig. 3 is the schematic diagram of the embodiment of the present invention 3.
Specific embodiment
In conjunction with accompanying drawing, the present invention is described in detail, the present invention relates to a kind of Apparatus for () and method therefor reinforcing dykes and dams.
The equipment of the reinforcing dykes and dams in the present invention, including driver's cabin 11, running gear 15, transmission arm 10, hydraulic system, oil
Cylinder, motor and high-speed hydraulic rammer compactor 12, high-speed hydraulic rammer compactor 12 is arranged on the front portion of transmission arm 10, transmission arm 10 and high speed
Hydraulic pressure beater 12 is all connected with hydraulic system, and high-speed hydraulic rammer compactor 12 is by the use of the hydraulic power of excavator as driving, high
The bottom of fast hydraulic pressure beater 12 is provided with accessory 13.The hydraulic means of high-speed hydraulic rammer compactor 12 passes through oil circuit and hydraulic system
Connecting, and be controlled by the operation device in driver's cabin 11, driving high-speed hydraulic rammer compactor 12 to move thus realizing transmission arm 10
Move and stroke.High-speed hydraulic rammer compactor 12, when using operation, can impact the stake 21 of various ways, the stake in the present invention
21 can be steel pipe, prefabricated pile, steel sheet pile or timber etc., and prefabricated pile can be circular, square, tubular, plate shape etc..Permissible in steel pipe
Put into filler, filler can be rubble, block stone, sandstone, strong granulated aggregate or plasticity chemical filler etc..Accessory 13 typically with
Stake 21 matching used various aids, are arranged on the bottom of the lower hammer of high-speed hydraulic rammer compactor 12.Accessory 13 is acceptable
Squeezing into direction and preventing lower hammer from slipping of stake 21 is controlled from stake 21, selects as needed to use and change, such as stake 21 is steel
Guan Shi, accessory 13 is the heart axle in insertion stake 21.Accessory 13 both may be inserted into stake 21 in the hole positioning and can also use sleeve accessory
13 are enclosed within positioning in stake 21, and accessory 13 can also be tamping plate of sleeve, fixture or ramming etc..When stake 21 is column construction
When, accessory 13 is sleeve, and its endoporus is corresponding to the profile of stake 21 and is enclosed within stake 21；When stake 21 is slab structure, accessory 13
Can be fixture, stake 21 is clamped or righting after directly impact；When stake 21 is stub or large aperture tubular-shaped structures, can not
With accessory 13, directly impact after righting positioning.Running gear 15 can be crawler type can also be wheel type.
The invention still further relates to method dykes and dams reinforced using the said equipment, using following steps：1st, determining needs
The position reinforcing and depth, according to the observation with judge or utilize dam leakage survey meter, determine position that dykes and dams need reinforcement and
Depth；2nd, equipment is driven to the position that dykes and dams need reinforcement, operation transmission arm 10 makes high-speed hydraulic rammer compactor 12 bottom be pressed in
In stake 21 to be impacted；3rd, starting hydraulic system makes high-speed hydraulic rammer compactor 12 carry out driving piles 21, and dykes and dams are squeezed in stake 21
Inside, makes stake 21 driving depth exceed the depth at be in danger position or survey meter detection, is formed and reinforce heap.
Embodiment 1：When permeable phenomenon in dykes and dams, using following steps：1st, first with dam leakage survey meter, detect
With the permeable position of dykes and dams and depth determining that dykes and dams need reinforcement.2nd, equipment is driven to the position that dykes and dams need reinforcement.Typically
Permeable position is in dykes and dams bottom, and the water stream channel of insertion dykes and dams, equipment is driven to survey meter and detects defined location.
3rd, stake 21 and accessory 13 are selected.The present embodiment, using cylindrical stake 21, the accessory 13 of tube-in-tube structure is installed on high-speed hydraulic
Rammer compacter 12 bottom, operation transmission arm 10 makes accessory 13 be pressed in the upper end of stake 21.4th, 21 are carried out driving piles, start-up operation device is high
Fast hydraulic pressure beater 12 just starts 21 work of driving piles in the presence of hydraulic system, and the stake 21 of cylindricality is quickly squeezed in dykes and dams
Portion, sees Fig. 1, and until the driving depth of stake 21 exceedes permeable depth, this depth can be judged by rule of thumb or be detected using survey meter,
High-speed hydraulic rammer compactor 12 stops piling 21 work, and general post driving depth exceedes permeable position 52 or survey meter investigation depth 50
Centimetre to 100 cm, serious acceptable deeper of dangerous situation, complete 21 actions of once driving piles.If the width at permeable position
Larger, continue to lay a pile 21, until forming a gear wall or bundles of stake 21 groups, if the width at permeable position 52 is not
Easily determine or detect, just squeeze into the stake 21 of row's wider width, its both sides exceeds the scope that may be in danger, just can be completely cut off
Water-permeable passage, strengthens the dykes and dams of weakness simultaneously.The reinforcement means of the present embodiment quickly can not only intercept water-permeable passage, and perpendicular
To setting stake 21 be not easy to wash away, intercept flood water slug effect good moreover it is possible to make dykes and dams more reinforce.
Embodiment 2：When piping dangerous situation in dykes and dams, piping is that the soil particle in dam body or the dam foundation is taken away by seepage flow
Phenomenon, be because more permeable after lead to permeable area and periphery soil body weakness to cause it is therefore desirable to be optimal to affected part filling filler
Method, the present embodiment adopts following steps：1st, the position needing reinforcement and depth are determined.Because Piping phenomenon is obvious, lead to
Often can just can determine that, with judgement, the position and depth needing reinforcement according to the observation.2nd, equipment is driven to the position that dykes and dams need reinforcement
Put.Step 3, selection stake 21 and accessory 13.The present embodiment uses the high-speed hydraulic rammer compactor 12 of hit energy 16kJ, and stake 21 selects
Round steel pipe and the heart axle accessory 13 supporting with stake 21, the diameter of steel pipe can be at 10 centimetres -100 centimetres, and the present embodiment is straight
50 centimetres of footpath, installs accessory 13, and then operation transmission arm 10 makes the accessory 13 of high-speed hydraulic rammer compactor 12 bottom be pressed in stake 21
Upper end.4th, 21 are carried out driving piles.Start-up operation device, high-speed hydraulic rammer compactor 12 is driven piles, and makes steel pipe bottom stretch into dykes and dams
Permeable position.5th, filling filler ramming into stake 21.The filler that the present embodiment uses is rubble, and filler is filled it up with steel pipe, then
Secondary start-up operation device, high-speed hydraulic rammer compactor 12 impacts to the filler in stake 21, filler under the guide effect of steel pipe,
Accurately the position needing reinforcement is filled with, after completing once filling action, can be entered according to the size of piping area
Row is repeatedly filled.The reinforcement means of the present embodiment is mainly reinforced to dykes and dams soft regions and is controlled flood.
Embodiment 3：When needing to dykes and dams roof reinforcement or regular maintenance, to the method for dam reinforcement it is：Using following
Step：1st, determine the position that dykes and dams need reinforcement, and equipment is driven to above-mentioned position.2nd, select filler.Weak according to dykes and dams
Degree selects suitable filler, such as rubble, block stone or sandstone etc., the present embodiment selection block stone and sandstone to be used in mixed way, block stone
Intensity is high, and in mixing, the space between block stone can be filled by sandstone, prevents Seepage.3rd, filler is positioned over needs to add
Solid position, operation transmission arm 10 makes the lower hammer of high-speed hydraulic rammer compactor 12 or tamping plate 17 be aligned filler, in the present embodiment
Lower hammer bottom is mounted with tamping plate 17, using tamping plate, filler is impacted.4th, starting hydraulic system makes high-speed hydraulic rammer compactor
12 pairs of fillers carry out ramming, and filler is squeezed in dykes and dams, and filler squeezes into the depth of dykes and dams typically between 0.5 meter -1 meter, just may be used
Play the good result reinforcing dykes and dams.The filler of lower height can first be stacked, after squeezing in dykes and dams, from these during concrete operations
Then these fillers are squeezed into dykes and dams by the filler of the stacked certain altitude of filler again, and this process can be repeated several times, until
Till the filler squeezed into reaches the depth of needs.Filler can be that close-packed arrays shape is in a row or spaced.Office
Filler can be squeezed into dam body and form broken stone pile, sand pile by portion reinforcing position.
The present invention can also select stake or accessory according to different flood dangers, and the present invention can be with batter piling, and operation transmission arm will
High-speed hydraulic rammer compactor tilts certain angle and then carries out impacting just may be used.
Claims (2)
1. a kind of equipment reinforcing dykes and dams, is characterized in that：Including driver's cabin, running gear, transmission arm, hydraulic system and high speed
Hydraulic pressure beater, high-speed hydraulic rammer compactor is arranged on the front portion of transmission arm, and transmission arm and high-speed hydraulic rammer compactor are all and hydraulic pressure system
System connects, and the bottom of high-speed hydraulic rammer compactor is provided with accessory.
2. the method that equipment described in a kind of utilization claim 1 reinforces dykes and dams, is characterized in that：Using following steps：1st, determining needs
Position to be reinforced and depth, according to the observation with judge or utilize dam leakage survey meter, determine the position that dykes and dams need reinforcement
And depth；2nd, equipment is driven to the position that dykes and dams need reinforcement, operation transmission arm makes high-speed hydraulic rammer compactor bottom be pressed in stake
Upper end；3rd, starting hydraulic system makes high-speed hydraulic rammer compactor be driven piles, and stake is squeezed into inside dykes and dams, so that a driving depth is surpassed
Cross the depth at disease position, formed and reinforce heap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611009550.5A CN106436635A (en) | 2016-11-17 | 2016-11-17 | Equipment and method for reinforcing dike |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611009550.5A CN106436635A (en) | 2016-11-17 | 2016-11-17 | Equipment and method for reinforcing dike |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106436635A true CN106436635A (en) | 2017-02-22 |
Family
ID=58220023
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611009550.5A Pending CN106436635A (en) | 2016-11-17 | 2016-11-17 | Equipment and method for reinforcing dike |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106436635A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547299A (en) * | 2018-04-23 | 2018-09-18 | 青岛多德多信息技术有限公司 | A kind of piling machine |
| CN108547298A (en) * | 2018-04-23 | 2018-09-18 | 青岛破浪舟车船装备科技有限公司 | A kind of method of dykes and dams piling |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58135209A (en) * | 1982-02-03 | 1983-08-11 | Hitachi Zosen Corp | Reinforcing work for river bank |
| CN2296367Y (en) * | 1997-03-24 | 1998-11-04 | 长沙高新技术产业开发区思创机电新技术开发公司 | Pile machine for reinforcing dam |
| CN103437322A (en) * | 2013-09-10 | 2013-12-11 | 宋国文 | Method for flood control and reinforcement and dam protection |
| CN205205803U (en) * | 2015-12-17 | 2016-05-04 | 中国水电建设集团十五工程局有限公司 | Simple and easy hydraulic shock rammer compactor |
-
2016
- 2016-11-17 CN CN201611009550.5A patent/CN106436635A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58135209A (en) * | 1982-02-03 | 1983-08-11 | Hitachi Zosen Corp | Reinforcing work for river bank |
| CN2296367Y (en) * | 1997-03-24 | 1998-11-04 | 长沙高新技术产业开发区思创机电新技术开发公司 | Pile machine for reinforcing dam |
| CN103437322A (en) * | 2013-09-10 | 2013-12-11 | 宋国文 | Method for flood control and reinforcement and dam protection |
| CN205205803U (en) * | 2015-12-17 | 2016-05-04 | 中国水电建设集团十五工程局有限公司 | Simple and easy hydraulic shock rammer compactor |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547299A (en) * | 2018-04-23 | 2018-09-18 | 青岛多德多信息技术有限公司 | A kind of piling machine |
| CN108547298A (en) * | 2018-04-23 | 2018-09-18 | 青岛破浪舟车船装备科技有限公司 | A kind of method of dykes and dams piling |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| CB02 | Change of applicant information |
Address after: 271000 Manzhuang Steel Market No. 77, Daiyue District, Taian City, Shandong Province Applicant after: Cao Bin Address before: 77 Anzhuang Market Road, Feicheng City, Taian City, Shandong Province Applicant before: Cao Bin |
|
| CB02 | Change of applicant information | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170222 |
|
| RJ01 | Rejection of invention patent application after publication |