CN102418342A - High polymer hoisting grouting method - Google Patents
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- CN102418342A CN102418342A CN2011102881946A CN201110288194A CN102418342A CN 102418342 A CN102418342 A CN 102418342A CN 2011102881946 A CN2011102881946 A CN 2011102881946A CN 201110288194 A CN201110288194 A CN 201110288194A CN 102418342 A CN102418342 A CN 102418342A
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- 229920000642 polymer Polymers 0.000 title claims abstract description 62
- 238000000034 method Methods 0.000 title claims abstract description 24
- 239000002861 polymer material Substances 0.000 claims abstract description 12
- 238000013461 design Methods 0.000 claims abstract description 5
- 238000007569 slipcasting Methods 0.000 claims description 26
- 230000005540 biological transmission Effects 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 238000010276 construction Methods 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 238000011049 filling Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 20
- 239000002689 soil Substances 0.000 description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 239000000463 material Substances 0.000 description 6
- 230000007613 environmental effect Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 3
- 238000009440 infrastructure construction Methods 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 238000002156 mixing Methods 0.000 description 2
- 238000012827 research and development Methods 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 231100000614 poison Toxicity 0.000 description 1
- 230000007096 poisonous effect Effects 0.000 description 1
- 238000005381 potential energy Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The invention discloses a high polymer hoisting grouting method which comprises the following steps: arranging slotted holes in a dam body and a foundation, which are in need of anti-seepage reinforcement, according to the design, using slot-forming equipment to construct continuous grouting slotted holes; inserting high polymer grouting guide pipes into the grouting slotted holes, placing high polymer hoisting grouting control equipment above the slotted holes of the grouting guide pipes; placing the grouting guide pipes into the high polymer hoisting grouting control equipment and fixing the guide pipes; injecting a high polymer material into the slotted holes through the grouting guide pipes, simultaneously opening the high polymer hoisting grouting control equipment and hoisting the grouting guide pipes upward at a set speed; and closing a power supply of the high polymer hoisting grouting control equipment when the grouting guide pipes are hoisted to the required height, moving the grouting guide pipes away and completing the hoisting operation. The high polymer hoisting grouting method has the advantages of being convenient and fast to construct, being uniform and regular in a formed high polymer purdah or a wall body, completing filling the slotted holes with the high polymer material and the like.
Description
Technical field
The invention belongs to infrastructure anti-seepage reinforcing technical fields such as water conservancy, mine, environmental protection, the high polymer that be specifically related to earth embankment, earth dam, tailing dam, uses when cutting anti-seepage reinforcing such as dirty dam promotes grouting method.
Background technology
Since the founding of New, infrastructure constructions such as the water conservancy of China, mine, environmental protection have obtained remarkable achievement, and important function has been brought into play in China's economic growth and social progress.Aspect the water resource infrastructure construction and since the most water conservancy projectss of China build in last century 50 to the seventies, be limited to economic technology condition at that time, many reservoirs designs and construction quality " inadequate natural endowment ".Through long-time running, long neglected and in disrepair, aging serious, sick dangerous problem is very outstanding.At present, built in China becomes all kinds of reservoirs to reach 8.7 ten thousand, occupies first place in the world.But about 40% small reservoir, 25% big-and-middle-sized reservoir belong to dangerously weak reseroirs, people's lives and properties and social stability are constituted greatly threaten.China's dyke is built with a long history, but majority is to form through heightening and thickening gradually over the years, and levee body fills soil and is mostly that different times fetches earth on the spot, fills quality nearly less than designing requirement, has different security hidden danger.In existing more than 40,000 dangerously weak reseroirs of China, be earth and rockfill dam more than 90%, and most dyke is the soil property dyke.According to initial estimate, about small-sized dangerously weak reseroirs more than 50% need carry out anti-seepage reinforcing.Aspect the infrastructure of mine, the key facility that tailing dam is produced as mine ore dressing, it is that accident is prone to send out the position, also is the dangerous matter sources of latent huge potential safety hazard.In addition, also contain various poisonous and harmful substances in the mine tailing storehouse, and be a kind of artificial debris flow formation region with high potential energy, its safe operation is directly connected to the ecological environment of downstream the people's lives and property safety and surrounding area, reservoir area.In many mine tailings storehouse, China mine, be in the less than 70% of normal operation at present, the industry that has is in danger, sick, the service state of exceeding the time limit above 40% mine tailing storehouse, and mine tailing storehouse major accident happens occasionally.And how seepage is effectively administered seepage and is guaranteed that the safe operation of mine tailing storehouse seems very urgent and important as the one of the main reasons of tailing dam accident.Aspect the environmental protection infrastructure construction, according to statistics, in the existing refuse landfill of China, simple and easy landfill and accurate sanitary landfills account for more than 95% at present.Because most of landfill yards do not adopt the horizontal leakage preventing measure, it is perfect inadequately to add upper bottom portion percolate row guiding systems, thereby causes that a large amount of percolates are unprocessed just directly have been got in soil, the underground water, and environment has been caused severe contamination.In recent years, country more and more paid attention to the garbage loading embeading problem, and many provinces and cities have set up novel refuse landfill.But the quantity in existing garbage disposal plant and scale also can not adapt to the growing requirement of municipal refuse far away, realize that really the rubbish of harmless treatment is merely 2.3%.How preventing and treating the percolate pollution is the subject matter that rubbish city landfill yard must at first be considered.It generally is refuse landfill to be cut dirty dam carry out the antiseepage processing that the control percolate pollutes, and the geographical environment and the geological conditions of the most landfill yards of China are difficult to satisfy the antiseepage requirement.
It is thus clear that seepage is the common problem that water conservancy, mine, environmental protection infrastructure such as soil property dykes and dams, tailing dam, section dirty dam exist, anti-seepage reinforcing is long-term, the difficult task that these infrastructure face.Seepage control technique commonly used in the engineering has: concrete anti-seepage wall technology, cement mixing method technology, High Pressure Jet Grouting Technique etc.These anti-seepage reinforcing technology have obtained widely using at home, for infrastructure such as Chinese large-sized reservoir, mine tailing storehouse, refuse landfill remove the danger and anti-seepage reinforcing has been brought into play important function, but also have some technical deficiencies.Aspect the leakage proof wall material, what several kinds of existing impervious wall technology adopted is cement class material, and the antiseepage body of structure is rigidity antiseepage body, and is bigger with the elastic modulus of soil body difference, and impervious cracking resistance is not enough; Aspect the wall forming machine reason, the material and the soil body broke away from when existing one-tenth wall class seepage control technique became wall, and the grouting class is difficult to form complete continuous body of wall; Aspect form of construction work, several kinds of existing impervious wall technology are in the soil body, to form the antiseepage body through the job practices of slotting, stir, spraying and vibrating, and destroy bigger to the dykes and dams disturbance.There is on the inhomogeneities that stirs, the slurries problem such as emit, stressed unreasonable and pile body is discontinuous in cement mixing method technology, so that pile strength is low excessively, and construction quality poor controllability, anti-seepage effect are undesirable.And High Pressure Jet Grouting Technique makes slurries obtain huge energy through high-pressure installation, is prone to cause soil body punching failure, forms in the intensity process at slurries very easily to cause bulk strength inhomogeneous.This shows; These seepage control techniques commonly used exist the dam body disturbance are destroyed big, shortcomings such as the duration is long, cost is higher, construction inconvenience in the engineering; Particularly for the middle-size and small-size dykes and dams of One's name is legion, existing technological means not only receives the restriction of funds, and because equipment is bulky; The difficulty of marching into the arena, this and current China dykes and dams, tailing dam, the growth requirement that cuts dirty dam anti-seepage reinforcing also are far from suitable.Therefore, the research and development of quickening anti-seepage reinforcing new material, new technology, new equipment are the great scientific and technological problems that infrastructure anti-seepage reinforcings such as water conservancy, mine, environmental protection such as current earth embankment, earth dam, tailing dam, section dirty dam need to be resolved hurrily.
The high polymer grouting technology is the foundation rapid reinforcement technology that grows up the seventies in 20th century.This technology is through injecting high polymer material in ground, utilize the characteristic that volume expands and solidifies rapidly behind the high polymer material generation chemical reaction, reaches consolidated subsoil, fills the purpose of coming to nothing or promoting the floor.At present, the high polymer grouting technology is mainly used in the ground stabilization and the road maintenance of industry and civilian construction.In recent years; The inventor is to the deficiency of the growth requirement of China's dykes and dams reinforcement with the technological existence of dyke seepage control at present; Be devoted to the research and development of dyke seepage control high polymer grouting technology, and applied for patents of invention such as " the directed fracture grouting method (200910066334.8) of dyke seepage control high polymer ", " high polymer curtain-grouting technology (200910066335.2) "." the directed fracture grouting method of dyke seepage control high polymer " and " high polymer curtain-grouting technology " have been started the new way that makes up laminar high polymer antiseepage body; In its implementing process, an important step is exactly in slotted eye, to inject two component dilatancy high polymer grouting materials through Grouting Pipe.Volume expands rapidly behind the high polymer grouting material generation chemical reaction, fills slotted eye full and solidify the back to form high polymer thin slice body.The inventor is through the lots of field test; Find the formation of high polymer grouting curtain; Fill slotted eye from top to bottom or the artificial grouting pipe that promotes makes high polymer material fill slotted eye from top to bottom if directly expand voluntarily by high polymer material; It is even or because of slotted eye can not be filled fully that density unevenness appears in high polymer curtain sometimes that then form, so that can not form the phenomenon of complete continuous high polymer antiseepage body.Therefore, how making up continuous, even, regular high polymer antiseepage body, is the key that improves high polymer seepage control technique anti-seepage effect.
Summary of the invention
The objective of the invention is deficiency to prior art; Provide a kind of high polymer to promote grouting method; Can regulate the speed that conduit promotes according to the slotted eye volume size that becomes frid to make up; And combine high polymer self expansion force, can make slotted eye and form continuous, even, regular high polymer antiseepage body, thereby reach the purpose that strengthens high polymer grouting technology anti-seepage effect by complete filling.
For realizing above-mentioned purpose, the present invention adopts following technical scheme: a kind of high polymer promotes grouting method, is made up of following step:
(1) in dam body that needs anti-seepage reinforcing and ground,, uses the continuous slip casting slotted eye of grooving equipment construction by the design arrangement slotted eye;
(2) in the slip casting slotted eye, insert the high polymer grouting conduit, high polymer is promoted the slotted eye top that slip casting control equipment is placed into grouting pipe;
(3) grouting pipe is placed into high polymer and promotes in the slip casting control equipment A/C;
(4) in slotted eye, inject high polymer material through grouting pipe, open high polymer simultaneously and promote slip casting control equipment, grouting pipe upwards promotes by setting speed;
(5) treat that grouting pipe rises to when requiring height, close high polymer and promote slip casting control equipment power supply, remove grouting pipe, promote operation and accomplish.
Described high polymer promotes slip casting control equipment, comprises frame, and first reductor is housed on the frame; Motor links to each other with first reductor, also has final drive shaft and time power transmission shaft on the frame, and final drive shaft links to each other with first reductor; Inferior power transmission shaft links to each other with final drive shaft through driving chain, also has left panel and right panel on the frame, on final drive shaft and time power transmission shaft two driving bevel gears is housed respectively; Two passive bevel gears that mesh with driving bevel gear respectively are housed on left panel and the right panel; And two passive bevel gears that link to each other with right panel be embedded in respectively two inboard with right panel bearing connected vertically, and all follow closely with key between two driving bevel gears being meshed of two passive bevel gears that link to each other with right panel and final drive shaft, the inferior power transmission shaft and be connected through spline, spline is positioned at this two driving bevel gear inboards; The key nail then is embedded on final drive shaft and time power transmission shaft; The other end of each passive angular wheel shaft respectively is equipped with a concave gear, and second reductor also is housed on the frame, and capstan handle links to each other with second reductor; Right panel links to each other with second reductor through separating screw mandrel, and handrail also is housed on the frame.
Described high polymer lifting slip casting control equipment also comprises controls case, controls case and links to each other with motor, controls voltmeter, ammeter, frequency converter, master switch are housed in the case.
The present invention has the high polymer curtain of convenient and quick construction, formation or body of wall is evenly regular, slotted eye can be fully by advantages such as high polymer material fillings; For the high polymer grouting technology provides supporting technology and technology; And be successfully applied to multinomial reservoir dam and dyke reinforcement engineering, demonstrate huge economical, societal benefits and wide development and application prospect.
Description of drawings
Fig. 1 promotes the structural representation of slip casting control equipment for high polymer.
Fig. 2 is that the A-A of Fig. 1 is to view.
The specific embodiment
A kind of high polymer promotes grouting method, is made up of following step:
(1) in dam body that needs anti-seepage reinforcing and ground,, uses the continuous slip casting slotted eye of grooving equipment construction by the design arrangement slotted eye;
(2) in the slip casting slotted eye, insert the high polymer grouting conduit, high polymer is promoted the slotted eye top that slip casting control equipment is placed into grouting pipe;
(3) grouting pipe is placed into high polymer and promotes in the slip casting control equipment A/C;
(4) in slotted eye, inject high polymer material through grouting pipe, open high polymer simultaneously and promote slip casting control equipment, grouting pipe upwards promotes by setting speed;
(5) treat that grouting pipe rises to when requiring height, close high polymer and promote slip casting control equipment power supply, remove grouting pipe, promote operation and accomplish.Behind the high polymer material generation chemical reaction, volume expands rapidly in the conduit lifting process, and high polymer material is evenly filled in slotted eye, forms continuous, even, regular high polymer curtain or body of wall.
Aforesaid high polymer promotes slip casting control its structure of equipment such as Fig. 1, shown in Figure 2, comprises frame, and first reductor 3 is housed on the frame; Motor 1 links to each other with first reductor 3, also has final drive shaft 7 and time power transmission shaft 8 on the frame, and final drive shaft 7 links to each other with first reductor 3; Inferior power transmission shaft 8 links to each other with final drive shaft 7 through driving chain 4, also has left panel 5 and right panel 6 on the frame, on final drive shaft 7 and time power transmission shaft 8 two driving bevel gears 12 is housed respectively; Two passive bevel gears 14 that mesh with driving bevel gear respectively are housed on left panel and the right panel; The other end of each passive angular wheel shaft respectively is equipped with a concave gear 13, and second reductor 10 also is housed on the frame, and capstan handle 9 links to each other with second reductor 10; Right panel 6 links to each other with second reductor 10 through separating screw mandrel 11, and handrail 2 also is housed on the frame.Two passive bevel gears that link to each other with right panel are embedded in the bearing inboard of two vertical welding with right panel respectively; And all be connected with the key nail between two driving bevel gears being meshed of two passive bevel gears that link to each other with right panel and final drive shaft, the inferior power transmission shaft through spline; Spline is positioned at this two driving bevel gear inboards; The key nail then is embedded on final drive shaft and time power transmission shaft; Can come the move left and right right panel through separating screw mandrel 11 like this, drive driving bevel gear through final drive shaft 7 and time power transmission shaft 8, bearing plays two relatively-stationary effects of driving bevel gear of 6 on right panel 6 and the right panel.
Also comprise and control case, control case and link to each other, control voltmeter, ammeter, frequency converter and master switch are housed in the case with motor.Controlling case mainly is the closed and disconnected that the control equipment starts power supply.
First reductor cooperates with frequency converter, and major function is to regulate equipment to obtain rational grouting pipe hoisting velocity.First reductor can adopt 90 type worm reduction gears.
Capstan handle cooperates with second reductor; Drive the right panel motion through separating screw mandrel; Left panel is separated with right panel, and grouting pipe is inserted between two concave gears and is fixed grouting pipe, promotes grouting pipe through two different concave gears of rotation direction.Second reductor can adopt 25 type worm reduction gears.
The course of work that high polymer promotes slip casting control equipment is:
(1) high polymer is promoted slip casting control equipment and be placed into the casement top of inserting grouting pipe;
(2) rotate capstan handle, separately with left and right sides panel;
(3) regulate the equipment position, about grouting pipe is placed between two concave gears, and at grade;
(4) rotate capstan handle again, with the grouting pipe fixation;
(5) connect the 220v AC power, open and control case, the grouting pipe hoisting velocity is set;
(6) open the equipment switch, equipment is started working, and conduit promotes operation to begin;
(7) treat that grouting pipe rises to when requiring height, close the equipment power supply, rotate capstan handle, with left and right sides panel separately, remove grouting pipe, promote operation and accomplish.
Claims (3)
1. a high polymer promotes grouting method, it is characterized in that being made up of following step:
(1) in dam body that needs anti-seepage reinforcing and ground,, uses the continuous slip casting slotted eye of grooving equipment construction by the design arrangement slotted eye;
(2) in the slip casting slotted eye, insert the high polymer grouting conduit, high polymer is promoted the slotted eye top that slip casting control equipment is placed into grouting pipe;
(3) grouting pipe is placed into high polymer and promotes in the slip casting control equipment A/C;
(4) in slotted eye, inject high polymer material through grouting pipe, open high polymer simultaneously and promote slip casting control equipment, grouting pipe upwards promotes by setting speed;
(5) treat that grouting pipe rises to when requiring height, close high polymer and promote slip casting control equipment power supply, remove grouting pipe, promote operation and accomplish.
2. high polymer as claimed in claim 1 promotes grouting method, it is characterized in that: described high polymer promotes slip casting control equipment, comprises frame; First reductor is housed on the frame, and motor links to each other with first reductor, also has final drive shaft and time power transmission shaft on the frame; Final drive shaft links to each other with first reductor; Inferior power transmission shaft links to each other with final drive shaft through driving chain, also has left panel and right panel on the frame, on final drive shaft and time power transmission shaft two driving bevel gears is housed respectively; Two passive bevel gears that mesh with driving bevel gear respectively are housed on left panel and the right panel; And two passive bevel gears that link to each other with right panel be embedded in respectively two inboard with right panel bearing connected vertically, and all follow closely with key between two driving bevel gears being meshed of two passive bevel gears that link to each other with right panel and final drive shaft, the inferior power transmission shaft and be connected through spline, spline is positioned at this two driving bevel gear inboards; The key nail then is embedded on final drive shaft and time power transmission shaft; The other end of each passive angular wheel shaft respectively is equipped with a concave gear, and second reductor also is housed on the frame, and capstan handle links to each other with second reductor; Right panel links to each other with second reductor through separating screw mandrel, and handrail also is housed on the frame.
3. high polymer as claimed in claim 2 promotes grouting method, it is characterized in that: described high polymer lifting slip casting control equipment also comprises controls case, controls case and links to each other with motor, controls voltmeter, ammeter, frequency converter, master switch are housed in the case.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201110288194.6A CN102418342B (en) | 2011-09-26 | 2011-09-26 | High polymer hoisting grouting method |
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| CN201110288194.6A CN102418342B (en) | 2011-09-26 | 2011-09-26 | High polymer hoisting grouting method |
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| CN102418342B CN102418342B (en) | 2014-01-29 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103215863A (en) * | 2013-04-11 | 2013-07-24 | 河南博特工程防护有限公司 | High polymer grouting method for lifting ballastless track of high speed railway |
| CN103233468A (en) * | 2013-04-18 | 2013-08-07 | 河南博特工程防护有限公司 | Polymer gravel pile grouting method |
| CN104234057A (en) * | 2013-10-22 | 2014-12-24 | 王磊 | Polymer grouting curtain and prestressed pipe pile combined foundation pit supporting structure |
| CN111749198A (en) * | 2020-05-30 | 2020-10-09 | 郑州安源工程技术有限公司 | Channel slab underwater grouting stabilizing and lifting method |
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| WO1984003528A1 (en) * | 1983-03-01 | 1984-09-13 | Finic Bv | Method and apparatus for constructing reinforced concrete walls in the earth |
| JPH10331149A (en) * | 1997-05-30 | 1998-12-15 | Toda Constr Co Ltd | Improving method for poor clayey soil |
| CN101660309A (en) * | 2009-08-07 | 2010-03-03 | 赵延龙 | Multi-drill high-pressure jet agitation based anti-seepage reinforcing equipment and construction method thereof |
| CN101736719A (en) * | 2010-01-22 | 2010-06-16 | 中国水电顾问集团华东勘测设计研究院 | Construction method for dam body seepage preventing curtain grouting |
| CN102051869A (en) * | 2009-11-02 | 2011-05-11 | 郑州优特基础工程维修有限公司 | High polymer heavy curtain grouting technology |
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2011
- 2011-09-26 CN CN201110288194.6A patent/CN102418342B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1984003528A1 (en) * | 1983-03-01 | 1984-09-13 | Finic Bv | Method and apparatus for constructing reinforced concrete walls in the earth |
| JPH10331149A (en) * | 1997-05-30 | 1998-12-15 | Toda Constr Co Ltd | Improving method for poor clayey soil |
| CN101660309A (en) * | 2009-08-07 | 2010-03-03 | 赵延龙 | Multi-drill high-pressure jet agitation based anti-seepage reinforcing equipment and construction method thereof |
| CN102051869A (en) * | 2009-11-02 | 2011-05-11 | 郑州优特基础工程维修有限公司 | High polymer heavy curtain grouting technology |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103215863A (en) * | 2013-04-11 | 2013-07-24 | 河南博特工程防护有限公司 | High polymer grouting method for lifting ballastless track of high speed railway |
| CN103215863B (en) * | 2013-04-11 | 2015-07-01 | 郑州安源工程技术有限公司 | High polymer grouting method for lifting ballastless track of high speed railway |
| CN103233468A (en) * | 2013-04-18 | 2013-08-07 | 河南博特工程防护有限公司 | Polymer gravel pile grouting method |
| CN104234057A (en) * | 2013-10-22 | 2014-12-24 | 王磊 | Polymer grouting curtain and prestressed pipe pile combined foundation pit supporting structure |
| CN111749198A (en) * | 2020-05-30 | 2020-10-09 | 郑州安源工程技术有限公司 | Channel slab underwater grouting stabilizing and lifting method |
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| CN102418342B (en) | 2014-01-29 |
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Owner name: NANTONG ANYUAN ENGINEERING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: ZHENGZHOU YOUTE FOUNDATION ENGINEERING MAINTENANCE CO., LTD. Effective date: 20150226 |
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