CN104314129A - Filling and dredging mud adding stirring machine for constructional engineering and construction method thereof - Google Patents
Filling and dredging mud adding stirring machine for constructional engineering and construction method thereof Download PDFInfo
- Publication number
- CN104314129A CN104314129A CN201410534443.9A CN201410534443A CN104314129A CN 104314129 A CN104314129 A CN 104314129A CN 201410534443 A CN201410534443 A CN 201410534443A CN 104314129 A CN104314129 A CN 104314129A
- Authority
- CN
- China
- Prior art keywords
- dredged mud
- filling mixing
- barge
- filling
- transfer mechanism
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/22—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling
- E02F5/223—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling for back-filling
- E02F5/226—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling for back-filling with means for processing the soil, e.g. screening belts, separators; Padding machines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/18—Making embankments, e.g. dikes, dams
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
- E02D3/126—Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades
Abstract
The invention discloses a filling and dredging mud adding stirring machine for constructional engineering. The machine comprises vertical guide rails which are arranged on ship sides on two sides of a barge or edges of a foundation pit of the barge and can be spliced to be lengthened, wherein the vertical guide rails are made of angle steel or T-shaped steel; toothed rails are arranged on the inner sides of the vertical guide rails; at least one transferring mechanism which can move is arranged in each vertical guide rail. By a reasonable structural design, large-area curing of dredging mud is realized in the barge or the foundation pit, meanwhile, the dredging mud and a curing agent can be fully mixed by a sealed stirring device, the cost in the aspects of construction and operation is low, and the filling and dredging mud adding stirring machine can be widely used in a project.
Description
Technical field
The invention belongs to Construction at ports field of engineering technology, be specifically related to a kind of for construction work embankment dredged mud filling Mixing Machine and construction method thereof.
Background technology
In the Dredging Process in harbour, navigation channel, usually can produce a large amount of dredging silts.Because quantity is many, the process problem of dredged mud seems particularly outstanding in the middle of the construction and maintenance in harbour, navigation channel.The dredged mud produced in dredging works adopts the method stacked or abandon usually, stacks and will take a large amount of soils, and the marine environmental pollution problem of mud owing to causing is thrown in ocean, is subject to the restriction of each side more and more.In addition, in the process of construction of the coastal engineerings such as marine port, a large amount of cubic metres of earth and stone is usually needed to carry out sea reclamation.China coast port city multidigit is in alluvial plain and Delta Area, and will obtain a large amount of cubic metres of earth and stone in locality more difficult, remote Mining Transport is uneconomical again.By being cured process to dredged mud, improveing its high-moisture percentage, low intensive character and become the soil with good engineering properties and used, is the better method solving above two contradictions.
Using more abroad for the research as fill material use after sludge solidification process.Also have and much first process is cured to dredging silt, be then used as the engineering of filling material, as the dredging of port, Japanese Fu Mu Fushan Mountain reclamation, Singapore's " long base " International airport second runway engineering etc.Carry out more laboratory test research in China, but also there is no the example of engineer applied.The complete treatment facility that curing is existing large-scale abroad, because national conditions are different, the target strength of external process arranges higher, and thus the addition content of curing materials is many, processing cost is difficult to by China is accepted.
The Chinese invention patent being CN203079815U (day for announcing is on 07 24th, 2013) as an Authorization Notice No. discloses a kind of dredged mud solidification equipment, it is characterized in that: comprise the dredging tube road for carrying dredged mud, the entrance point on dredging tube road inserts in dredged mud before treatment in order to draw dredged mud, be provided with the collection container of dredged mud in order to collect after solidification process below the port of export on dredging tube road, the medium position place on this dredging tube road is provided with the interpolation mouth with adding powder curing compound in dredging tube road in the past.
An and for example application number CN201410029735.7, the applying date is on January 22nd, 2014, and application publication number is that the Chinese invention patent application of CN103833195A discloses a kind of high-moisture percentage dredged mud solidification hydraulic reclamation method and comprises the following steps:
1) dredge boat is used to adopt the mode that rake is inhaled or strand is inhaled to suck in ship storehouse the dredged mud of high-moisture percentage in navigation channel;
2) start entrance point slush pump and the vibroplatform on dredging tube road one, be delivered in filter press after the High water cut rate of dredging in dredge boat ship storehouse is dredged the screening of mud by screen pack;
3) adopt filter press to compress the high-moisture percentage dredged mud that dredging tube road one transports, make dredged mud carry out mechanical dehydration, and utilize outlet pipe that the water taken off is discharged filter press
4) dredging tube road two is utilized to be delivered in the hopper of mixing plant by the dredged mud after dehydration in filter press;
5) start mixing plant, utilize blade to stir the dredged mud that dredging tube road two is transported in hopper, the quantitative commissioning pipe of curing compound requires curing compound to be quantitatively transferred in hopper according to Practical Project simultaneously;
6) the dredged mud agent solidification that is cured is arrived to be entered by mixing plant outlet at bottom place after engine request and throws in pipeline;
7) dog-house throwing in pipeline is moved to engineering specified location, utilize high-pressure pump to blow to input pipeline, make input pipeline that the dredged mud after solidification is arrived engineering assigned address by dog-house;
8) after the dredged mud after solidification is devoted to the assigned address of engineering, vibrator is adopted to carry out mechanical pudding to it, until the dredged mud air entrapment after solidification is excluded.
For another example, Zhu Wei, Feng Zhi is superfine at periodical [Chinese port and harbour construction], publish day in October, 2005, the page number: indicate dredged mud site construction technology in 27-30 page disclosed " field test research of reclamation is carried out in dredged mud solidification process ": mainly comprise 4 links, namely dredge, separate mud, mix, fill.Simultaneously in the steady scope also pointing out to allow in efficiency of construction, increase mixing time, curing materials mixes inequality and filled foundation character can be caused uneven with mud as far as possible, easily produces the problem such as relative settlement and crack.
Above three sections of documents are immediate prior aries of the application, although a complete set of equipment existing a large amount of abroad occurs, but it is expensive, and complicated operation, in complicated operation process, technical difficulty is large, and therefore, a kind of price of market in urgent need is low, engineering time is short, and the equipment that the equipment that curing compound and dredged mud can be made to mix obtains practical application in engineering construction occurs.
Summary of the invention
The present invention is directed to above shortcoming, do filling material equipment cost based on the solidification of solution existing dredged mud high, the engineering time is long, and complicated operation, dredged mud and curing compound can not the abundant uniform problems of fusion.Propose a kind of for construction work embankment dredged mud filling Mixing Machine and construction method thereof.Dredged mud and the abundant fusion of curing compound can use as filling purposes by this equipment and construction method thereof, and simple by this construction method, fast, cost is low, can use in a large number in engineering.
For realizing object of the present invention, the technical solution used in the present invention is:
For construction work embankment dredged mud filling Mixing Machine, comprise the vertical guide being arranged on sliceable lengthening on barge both sides ship side or foundation ditch edge, vertical guide adopts angle steel or T-steel, and inner side is toothed track; But the transfer mechanism of more than one self movement is installed in described vertical guide.
Transfer mechanism comprises vehicle seat, is arranged on the follower that vehicle seat both sides are meshed with toothed track, and reel group one is arranged on above vehicle seat, and the motor controlled by PLC is arranged on reel group one side, and it is externally connected to the follower driving follower movement.
Cross slide way is connected between transfer mechanism, is provided with and pulls moveable reel seat by transfer mechanism in described cross slide way, and the reel group one on reel seat and both sides is connected with wire rope.
Lifting reel is arranged on below reel seat, and filling stirs load and is connected on below reel seat.
Described filling mixing plant comprises work box, curing compound input port is communicated with above work box, the flexible puddler that be communicated with inner with it is installed below described work box, in work box, motor is installed, flexible puddler is connected with motor, agitator is vertically mounted on above flexible puddler, and described flexible puddler is laid with trapezoidal spout from top to bottom.Described flexible puddler quantity is 2, the agitator arranged in dislocation that both are corresponding.
Based on said apparatus, present invention also offers one for construction work embankment dredged mud filling Mixing Machine construction method, comprise the following steps,
(1) dredged mud obtained by dredge boat is poured into after being filtered by equipment for filtering water in barge or/foundation ditch, and installs vertical guide, transfer mechanism, cross slide way in order in the beginning of barge or/margin of foundation pit, filling mixing plant;
(2) according to the degree of depth of barge or/foundation ditch, the length of the flexible puddler of adjustment, guarantees touch bottom it bottom barge or/foundation ditch;
(3) control transfer mechanism and filling mixing plant by single-chip microcomputer setting program move in the region that it set and start stirring for the first time, make dredged mud moisture content homogenising;
(4) curing compound input port is connected curing compound conveyance conduit, the Region dividing that the program beginning through setting is stirred becomes multiple zonule, and stirs in zonule in turn, until complete all stirring zonules of setting;
(5) after material spray has stirred, again repeat step (3), drive the filling mixing plant (300) of its correspondence to stir 2-5 time back and forth in the region that it sets by Single-chip Controlling transfer mechanism, curing compound is fully mixed with dredged mud; Now, then having constructed and directly entered step (8) in construction plant in foundation ditch, then enters step (6) at port and pier;
(6) barge being rested in operation ship side, utilizing the dredging plant above operation ship to build in ship by recycling carrier pipe feeding after the dredged mud mixed feeding pumping equipment;
(7) by the delivery pump of building above ship, dredged mud is sent into the region of specifying and carry out embankment operation.
(8) start to leave standstill, in standing process, regularly utilize standard penetration test to measure bearing capacity of foundation soil, until reach designing requirement.
Described step (4) at the whipping step of zonule is, control first curing compound to be sprayed in dredged mud by single-chip microcomputer setting program while filling mixing plant rotates, after material spray, filling mixing plant position is not moved, the time set according to single-chip microcomputer in original place carries out static Stirring, is transplanted on another zonule afterwards again and repeats above-mentioned steps; Wherein: the static mixer time was determined according to the time of testing gained before engineering.
Compared with prior art, advantage of the present invention is: the present invention makes dredged mud achieve large-area solidification in barge or foundation ditch by rational structure design, dredged mud and curing compound can be made fully to mix by encryption mixing plant simultaneously, construction and operating aspect, cost is low, can widely apply in engineering.
Accompanying drawing explanation
The following accompanying drawing by means of embodiment carries out brief description to the present invention now.In accompanying drawing:
Fig. 1 shows schematic diagram when first embodiment of the invention is constructed;
Fig. 2 shows schematic diagram when second embodiment of the invention is constructed;
Fig. 3 shows the structural representation of the present invention for construction work embankment dredged mud filling Mixing Machine;
Fig. 4 shows the structural representation of filling mixing plant of the present invention.
In figure: 100, vertical guide, 101, toothed track, 200, transfer mechanism, 201, wire rope, 202, reel seat, 203, lifting reel, 204, motor, 205, follower, 206, follower, 207, vehicle seat, 208, reel group one, 300, filling mixing plant, 301, work box, 303, flexible puddler, 304, trapezoidal spout, 305, agitator, 306, curing compound input port, 12, barge, 13, dredging plant, 14, pumping equipment, 15, operation ship, 16, carrier pipe, 17, ship is built, 18, foundation ditch.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in detail.Following examples will contribute to those skilled in the art and understand the present invention further, but not limit the present invention in any form.It should be pointed out that to those skilled in the art, without departing from the inventive concept of the premise, some distortion and improvement can also be made.These all belong to protection scope of the present invention.
Embodiment 1
For construction work embankment dredged mud filling Mixing Machine, comprise the vertical guide 100 being arranged on sliceable lengthening on the ship side of barge both sides, vertical guide 100 adopts T-steel, and inner side is toothed track 101; But the transfer mechanism 200 of more than one self movement is installed in vertical guide 100.
Transfer mechanism 200 comprises vehicle seat 207, be arranged on the follower 206 that vehicle seat 207 both sides are meshed with toothed track 101, reel group 1 is arranged on above vehicle seat 207, the motor 204 controlled by PLC is arranged on reel group 1 side, and it is externally connected to the follower 205 driving follower 206 movement.
Cross slide way 400 is connected between transfer mechanism 200, be provided with in described cross slide way 400 and pull moveable reel seat 202 by transfer mechanism 200, reel seat 202 is connected with wire rope 201 with the reel group 1 on both sides, is driven laterally move in cross slide way 400 by wire rope 201.
Lifting reel 203 is arranged on below reel seat 202, and filling mixing plant 300 is connected to below reel seat 202.
Filling mixing plant 300 comprises work box 301, curing compound input port 306 is communicated with above work box 301, the flexible puddler 303 that be communicated with inner with it is installed below described work box 301, agitator 305 is vertically mounted on above flexible puddler 303, and described flexible puddler 303 is laid with trapezoidal spout 304 from top to bottom.Described flexible puddler 303 quantity is 2, agitator 305 arranged in dislocation that both are corresponding.
Based on said apparatus, fill operation construction method at port and pier and comprise the following steps,
(1) dredged mud obtained by dredge boat is by making moisture content between 100%-120% after Filter Press, pour in barge 12, and start vertical guide 100, transfer mechanism 200, cross slide way 400 to be installed in order, filling mixing plant 300 at the ship string at barge 12 edge; Cross slide way 400 selects spacing to be 5 meters one, and the filling mixing plant 300 of its correspondence is also 5 meters of layouts one like this;
(2) according to the degree of depth of barge 12, the length of the flexible puddler 303 of adjustment, guarantees to touch bottom barge 12 bottom it;
(3) control motor 204 by single-chip microcomputer setting program move thus accurately control transfer mechanism 200 and filling mixing plant 300, make their motions in the region of its setting start first stirring, make dredged mud moisture content homogenising, stirring number of times is 2 times;
(4) curing compound input port 306 is connected curing compound conveyance conduit, the Region dividing that the program beginning through setting is stirred becomes multiple zonule, and stir in zonule in turn, until complete all stirring zonules of setting: control first curing compound to be sprayed in dredged mud by single-chip microcomputer setting program while filling mixing plant 300 rotates, after material spray, filling mixing plant 300 position is not moved, the time set according to single-chip microcomputer in original place carries out static Stirring, is transplanted on another zonule afterwards again and repeats above-mentioned steps; Wherein: the static mixer time was determined according to the time of testing gained before engineering.Wherein: the proportioning of curing compound is determined according to moisture content, injection frequency and speed are accurately controlled (be prior art herein, do not repeat them here) by the rotating speed of the Single-chip Controlling displacement pump of curing compound conveyance conduit end,
(5), after material spray has stirred, again repeat step 3, drive the filling mixing plant 300 of its correspondence to stir 2 times back and forth in the region that it sets by Single-chip Controlling transfer mechanism 200, curing compound is fully mixed with dredged mud;
(6) barge 12 is rested in operation ship 15 side, utilize the dredging plant 13 above operation ship 15 to be sent into by recycling carrier pipe 16 after the dredged mud mixed feeding pumping equipment 14 and build in ship 17;
(7) by the delivery pump of building above ship 17, dredged mud is sent into the region of specifying and carry out embankment operation.
(6) after embankment operation completes, start to leave standstill according to designed intensity, in standing process, regularly utilize standard penetration test to measure bearing capacity of foundation soil, until reach designing requirement.
Embodiment 2
For construction work embankment dredged mud filling Mixing Machine, comprise the vertical guide 100 being arranged on the sliceable lengthening in foundation ditch 18 both sides, vertical guide 100 adopts T-steel, and inner side is toothed track 101; But the transfer mechanism 200 of more than one self movement is installed in vertical guide 100.
Transfer mechanism 200 comprises vehicle seat 207, be arranged on the follower 206 that vehicle seat 207 both sides are meshed with toothed track 101, reel group 1 is arranged on above vehicle seat 207, the motor 204 controlled by PLC is arranged on reel group 1 side, and it is externally connected to the follower 205 driving follower 206 movement.
Cross slide way 400 is connected between transfer mechanism 200, be provided with in described cross slide way 400 and pull moveable reel seat 202 by transfer mechanism 200, reel seat 202 is connected with wire rope 201 with the reel group 1 on both sides, is driven laterally move in cross slide way 400 by wire rope 201.
Lifting reel 203 is arranged on below reel seat 202, and filling mixing plant 300 is connected to below reel seat 202.
Filling mixing plant 300 comprises work box 301, curing compound input port 306 is communicated with above work box 301, the flexible puddler 303 that be communicated with inner with it is installed below described work box 301, agitator 305 is vertically mounted on above flexible puddler 303, and described flexible puddler 303 is laid with trapezoidal spout 304 from top to bottom.Described flexible puddler 303 quantity is 2, agitator 305 arranged in dislocation that both are corresponding.
Based on said apparatus, fill operation construction method at 1-4m degree of depth foundation ditch and comprise the following steps,
(1) dredged mud obtained by dredge boat is by making moisture content between 100%-120% after Filter Press, pour in foundation ditch 18, and in the beginning at foundation ditch 18 edge, vertical guide 100, transfer mechanism 200, cross slide way 400 are installed in order, filling mixing plant 300; Cross slide way 400 selects spacing to be 3 meters one, and the filling mixing plant 300 of its correspondence is also 3 meters of layouts one like this;
(2) according to the degree of depth of foundation ditch 18, the length of the flexible puddler 303 of adjustment, guarantees to touch bottom foundation ditch 18 bottom it;
(3) control motor 204 by single-chip microcomputer setting program move thus accurately control transfer mechanism 200 and filling mixing plant 300, make their motions in the region of its setting start first stirring, make dredged mud moisture content homogenising, stirring number of times is 2 times;
(4) curing compound input port 306 is connected curing compound conveyance conduit, the Region dividing that the program beginning through setting is stirred becomes multiple zonule, and stir in zonule in turn, until complete all stirring zonules of setting: control first curing compound to be sprayed in dredged mud by single-chip microcomputer setting program while filling mixing plant 300 rotates, after material spray, filling mixing plant 300 position is not moved, the time set according to single-chip microcomputer in original place carries out static Stirring, is transplanted on another zonule afterwards again and repeats above-mentioned steps; Wherein: the static mixer time was determined according to the time of testing gained before engineering.Wherein: the proportioning of curing compound is determined according to moisture content, injection frequency and speed accurately controlling (be prior art herein, do not repeat them here) by the rotating speed of the Single-chip Controlling displacement pump of curing compound conveyance conduit end;
(5), after material spray has stirred, again repeat step 3, drive the filling mixing plant 300 of its correspondence to stir 2 times back and forth in the region that it sets by Single-chip Controlling transfer mechanism 200, curing compound is fully mixed with dredged mud;
(6) curing compound starts to leave standstill after fully mixing with dredged mud, regularly utilizes standard penetration test to measure bearing capacity of foundation soil, until reach designing requirement in standing process.
Curing compound and dredged mud is adopted to fill economic indicator as following table:
Optimum configurations is as follows:
Backfill amount 1,000,000 side, underwater dredging soil design density 1200kg/m
3; General water content 103%, design strength 100kN/m after process
2.Concrete price budget is as follows:
Its advantage is as follows:
(1) adopt curing technology to process as backfill to dredged mud, compare the process of later stage employing soft soil foundation, consider transport, duration and solidification effect, at least can economize on the use of funds 50 yuan/side.
(2) reservoir dredging mud can be solved simultaneously and put place difficulty and the rarer problem being unfavorable for transporting of dredging markets, can directly transport for long-distance, for basis backfill and the displacement of natural silt, comprehensive transportation cost and environmental benefit, the application of this technology is well suited for island, the feature that reservoir is many, land resources is few.
(3) economy of resources: for the island port city that land resources is extremely valuable, have a very wide range of applications background in the new construction of the reinforcing embankment of sea wall, reclamation and harbour, inherently drives corresponding industry development.This technology is widely used as Japanese, American-European etc. in some developed countries.
(4) environmental benefit and social benefit: in order to ensure marine economy sustainable development, protect the marine environment and living resources; using the dredged mud as pollution sources; by innoxious, a series of processing method of stabilizing; carry out comprehensive resource development and reuse; can avoid working the mischief to environment; new available resources can be produced again, form recycling economy, green economy general layout, there is good economic benefit, social benefit and environmental benefit.
Claims (5)
1. for construction work embankment dredged mud filling Mixing Machine, it is characterized in that: the vertical guide (100) comprising sliceable lengthening, described vertical guide (100) but in the transfer mechanism (200) of more than one self movement is installed, cross slide way (400) is connected between transfer mechanism (200); Be provided with in described cross slide way (400) and pull moveable reel seat (202) by transfer mechanism (200), lifting reel (203) is arranged on reel seat (202) below, and filling mixing plant (300) is connected to reel seat (202) below.
2. according to claim 1 for construction work embankment dredged mud filling Mixing Machine, it is characterized in that, described filling mixing plant (300) comprises work box (301), curing compound input port (306) is communicated with in work box (301) top, described work box (301) below is provided with the flexible puddler (303) that be communicated with inner with it, agitator (305) is vertically mounted on above flexible puddler (303), and described flexible puddler (303) is laid with trapezoidal spout (304) from top to bottom.
3. according to claim 1 and 2ly it is characterized in that for construction work embankment dredged mud filling Mixing Machine, described flexible puddler (303) quantity is 2, both corresponding agitator (305) arranged in dislocation.
4., for construction work embankment dredged mud filling Mixing Machine construction method, it is characterized in that, comprise the following steps,
(1) dredged mud obtained by dredge boat is poured in barge or/foundation ditch after being filtered by equipment for filtering water, and vertical guide (100), transfer mechanism (200), cross slide way (400) are installed in order, filling mixing plant (300) in the beginning of barge or/margin of foundation pit;
(2) according to the degree of depth of barge or/foundation ditch, the length of the flexible puddler (303) of adjustment, guarantees touch bottom it bottom barge or/foundation ditch;
(3) control transfer mechanism (200) and filling mixing plant (300) by single-chip microcomputer setting program move in the region that it set beginning for the first time stirring, make dredged mud moisture content homogenising;
(4) curing compound input port (306) are connected curing compound conveyance conduit, the Region dividing that the program beginning through setting is stirred becomes multiple zonule, and stirs in zonule in turn, until complete all stirring zonules of setting;
(5) after material spray has stirred, again repeat step (3), drive the filling mixing plant (300) of its correspondence to stir 2-5 time back and forth in the region that it sets by Single-chip Controlling transfer mechanism (200), curing compound is fully mixed with dredged mud; Now, then having constructed and directly entered step (8) in construction plant in foundation ditch, then enters step (6) at port and pier;
(6) barge being rested in operation ship (15) side, utilizing the dredging plant (13) above operation ship (15) to build in ship (17) by recycling carrier pipe (16) feeding after the dredged mud mixed feeding pumping equipment (14);
(7) by the delivery pump of building above ship (17), dredged mud is sent into the region of specifying and carry out embankment operation;
(8) start to leave standstill, in standing process, regularly utilize standard penetration test to measure bearing capacity of foundation soil, until reach designing requirement.
5. for construction work embankment dredged mud filling Mixing Machine construction method, it is characterized in that, described step (4) at the whipping step of zonule is, control first curing compound to be sprayed in dredged mud by single-chip microcomputer setting program while filling mixing plant (300) rotates, after material spray, filling mixing plant (300) position is not moved, the time set according to single-chip microcomputer in original place carries out static Stirring, is transplanted on another zonule afterwards again and repeats above-mentioned steps; Wherein: the static mixer time was determined according to the time of testing gained before engineering.
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410534443.9A CN104314129B (en) | 2014-10-12 | 2014-10-12 | For architectural engineering embankment dredging mud filling Mixing Machine and construction method thereof |
| CN201610092923.3A CN105696640B (en) | 2014-10-12 | 2014-10-12 | For architectural engineering embankment dredged mud filling Mixing Machine |
| CN201610092922.9A CN105672247B (en) | 2014-10-12 | 2014-10-12 | For architectural engineering embankment dredged mud filling Mixing Machine and its construction method |
| CN201610093925.4A CN105696804A (en) | 2014-10-12 | 2014-10-12 | Convenient filling device for building wall cracks and construction method of convenient filling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410534443.9A CN104314129B (en) | 2014-10-12 | 2014-10-12 | For architectural engineering embankment dredging mud filling Mixing Machine and construction method thereof |
Related Child Applications (8)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610093423.1A Division CN105756363A (en) | 2014-10-12 | 2014-10-12 | Convenient and fast filling device for building wall crack and construction method of convenient and fast filling device |
| CN201610092919.7A Division CN105735242A (en) | 2014-10-12 | 2014-10-12 | Adding and stirring machine for filling dredged sediment of construction projects and construction method thereof |
| CN201610093925.4A Division CN105696804A (en) | 2014-10-12 | 2014-10-12 | Convenient filling device for building wall cracks and construction method of convenient filling device |
| CN201610092922.9A Division CN105672247B (en) | 2014-10-12 | 2014-10-12 | For architectural engineering embankment dredged mud filling Mixing Machine and its construction method |
| CN201610092920.XA Division CN105672388A (en) | 2014-10-12 | 2014-10-12 | Dredged sediment adding mixing machine for building engineering filling and construction method of machine |
| CN201610094271.7A Division CN105649356A (en) | 2014-10-12 | 2014-10-12 | Convenient and fast filling device for building wall crack and construction method of convenient and fast filling device |
| CN201610092921.4A Division CN105672389A (en) | 2014-10-12 | 2014-10-12 | Dredged sediment adding mixing machine for building engineering filling and construction method of machine |
| CN201610092923.3A Division CN105696640B (en) | 2014-10-12 | 2014-10-12 | For architectural engineering embankment dredged mud filling Mixing Machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104314129A true CN104314129A (en) | 2015-01-28 |
| CN104314129B CN104314129B (en) | 2016-05-25 |
Family
ID=52369431
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610092923.3A Active CN105696640B (en) | 2014-10-12 | 2014-10-12 | For architectural engineering embankment dredged mud filling Mixing Machine |
| CN201410534443.9A Expired - Fee Related CN104314129B (en) | 2014-10-12 | 2014-10-12 | For architectural engineering embankment dredging mud filling Mixing Machine and construction method thereof |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610092923.3A Active CN105696640B (en) | 2014-10-12 | 2014-10-12 | For architectural engineering embankment dredged mud filling Mixing Machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN105696640B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155511A (en) * | 2015-09-18 | 2015-12-16 | 平顶山市公路工程公司 | Rotating drum type swirl curing and stirring device and dredged sludge hydraulic reclamation method |
| CN105521725A (en) * | 2015-12-08 | 2016-04-27 | 重庆艾铭玛机械制造有限公司 | High-strength wear-resistant mixing drum for constructional engineering |
| CN108797680A (en) * | 2016-07-05 | 2018-11-13 | 浙江海洋大学 | The sediment sampling device of dredger |
| CN108929010A (en) * | 2018-08-27 | 2018-12-04 | 武汉理工大学 | Dredged mud curing system |
| CN116220133A (en) * | 2023-05-06 | 2023-06-06 | 山东省国土空间生态修复中心(山东省地质灾害防治技术指导中心、山东省土地储备中心) | Subsidence land filling device |
| CN116733010A (en) * | 2023-08-11 | 2023-09-12 | 山东三箭建设工程股份有限公司 | Construction equipment of filling |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208537A (en) * | 2017-06-29 | 2019-01-15 | 武汉二航路桥特种工程有限责任公司 | A kind of dredging markets solidify the construction method for building island |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040016152A1 (en) * | 2002-07-23 | 2004-01-29 | Greenwood Todd H. | Continuous ditch excavator |
| CN201334658Y (en) * | 2008-11-18 | 2009-10-28 | 清苑县宝钻机械厂 | Sand-beach marsh ground solidifying machine |
| CN103144743A (en) * | 2013-03-22 | 2013-06-12 | 武汉恒威重机有限公司 | Integral sludge solidification ship |
| CN103833195A (en) * | 2014-01-22 | 2014-06-04 | 浙江海洋学院 | Curing device for dredged mud with high water content, and curing and hydraulic filling method thereof |
| CN204238282U (en) * | 2014-10-12 | 2015-04-01 | 童玉兰 | For construction work embankment dredged mud filling Mixing Machine |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101708498B (en) * | 2009-12-25 | 2011-09-14 | 天津开发区兰顿油田服务有限公司 | Cleaning device of sediment on tank bottom |
| CN202173900U (en) * | 2011-07-19 | 2012-03-28 | 徐剑民 | Blending device for normal-position solidification of fine sticky marine sludge |
| CN103351090A (en) * | 2013-07-15 | 2013-10-16 | 江苏聚慧科技有限公司 | Method and device for collecting and treating sludge in shallow lake |
-
2014
- 2014-10-12 CN CN201610092923.3A patent/CN105696640B/en active Active
- 2014-10-12 CN CN201410534443.9A patent/CN104314129B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040016152A1 (en) * | 2002-07-23 | 2004-01-29 | Greenwood Todd H. | Continuous ditch excavator |
| CN201334658Y (en) * | 2008-11-18 | 2009-10-28 | 清苑县宝钻机械厂 | Sand-beach marsh ground solidifying machine |
| CN103144743A (en) * | 2013-03-22 | 2013-06-12 | 武汉恒威重机有限公司 | Integral sludge solidification ship |
| CN103833195A (en) * | 2014-01-22 | 2014-06-04 | 浙江海洋学院 | Curing device for dredged mud with high water content, and curing and hydraulic filling method thereof |
| CN204238282U (en) * | 2014-10-12 | 2015-04-01 | 童玉兰 | For construction work embankment dredged mud filling Mixing Machine |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155511A (en) * | 2015-09-18 | 2015-12-16 | 平顶山市公路工程公司 | Rotating drum type swirl curing and stirring device and dredged sludge hydraulic reclamation method |
| CN105155511B (en) * | 2015-09-18 | 2017-02-22 | 平顶山市公路工程公司 | Rotating drum type swirl curing and stirring device and dredged sludge hydraulic reclamation method |
| CN105521725A (en) * | 2015-12-08 | 2016-04-27 | 重庆艾铭玛机械制造有限公司 | High-strength wear-resistant mixing drum for constructional engineering |
| CN108797680A (en) * | 2016-07-05 | 2018-11-13 | 浙江海洋大学 | The sediment sampling device of dredger |
| CN108797680B (en) * | 2016-07-05 | 2020-08-25 | 浙江海洋大学 | Silt collection system of dredger |
| CN108929010A (en) * | 2018-08-27 | 2018-12-04 | 武汉理工大学 | Dredged mud curing system |
| CN108929010B (en) * | 2018-08-27 | 2021-08-13 | 武汉理工大学 | Dredged mud curing system |
| CN116220133A (en) * | 2023-05-06 | 2023-06-06 | 山东省国土空间生态修复中心(山东省地质灾害防治技术指导中心、山东省土地储备中心) | Subsidence land filling device |
| CN116220133B (en) * | 2023-05-06 | 2023-07-25 | 山东省国土空间生态修复中心(山东省地质灾害防治技术指导中心、山东省土地储备中心) | Subsidence land filling device |
| CN116733010A (en) * | 2023-08-11 | 2023-09-12 | 山东三箭建设工程股份有限公司 | Construction equipment of filling |
| CN116733010B (en) * | 2023-08-11 | 2023-11-07 | 山东三箭建设工程股份有限公司 | Construction equipment of filling |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104314129B (en) | 2016-05-25 |
| CN105696640B (en) | 2019-03-15 |
| CN105696640A (en) | 2016-06-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104314129B (en) | For architectural engineering embankment dredging mud filling Mixing Machine and construction method thereof | |
| CN101824820B (en) | Construction process for reclamation by hydraulic filling of silt and device thereof | |
| CN103437786B (en) | Shield structure body refuse Recovery Purifying reutilization system is used for the method for Shield Construction Method Used | |
| CN102434204A (en) | Mine waste rock and all tailing pipeline conveying filling system and filling method using same | |
| CN103833195A (en) | Curing device for dredged mud with high water content, and curing and hydraulic filling method thereof | |
| CN209323523U (en) | A kind of deep drilled shaft concrete pours device | |
| CN105731758A (en) | Sea dredged silt dewatering and solidifying treatment integrated device and method | |
| CN201738297U (en) | Construction device for filling silt and reclaiming land | |
| CN105155511A (en) | Rotating drum type swirl curing and stirring device and dredged sludge hydraulic reclamation method | |
| CN102767156B (en) | Diking method through filling sludge and curing agent into mold bags | |
| CN103133033A (en) | Mine phosphogypsum cemented fill slurrying process | |
| CN204715368U (en) | A kind of foundation ditch dredging markets embankment structure | |
| CN204238282U (en) | For construction work embankment dredged mud filling Mixing Machine | |
| CN111074959A (en) | Desilting and curing construction equipment and construction method thereof | |
| CN104912080B (en) | The construction equipment of a kind of mud filling bag embankment and technique | |
| CN105672389A (en) | Dredged sediment adding mixing machine for building engineering filling and construction method of machine | |
| CN110885227B (en) | Curing agent for curing slurry of hollow pile section, preparation method and construction method | |
| CN104790401B (en) | A kind of building dredging mud foundation ditch embankment material spray stirs constructing device | |
| CN205590538U (en) | Silt dehydration solidification treatment integrated device is dredged to ocean | |
| CN105672388A (en) | Dredged sediment adding mixing machine for building engineering filling and construction method of machine | |
| CN105735242A (en) | Adding and stirring machine for filling dredged sediment of construction projects and construction method thereof | |
| CN105672247B (en) | For architectural engineering embankment dredged mud filling Mixing Machine and its construction method | |
| CN104989301B (en) | The device of high quality mud can be prepared automatically | |
| CN109826176B (en) | Pipe trench engineering construction process for coastal special silt geology | |
| CN204715369U (en) | A kind of foundation ditch stirs embankment structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Hu Honglin Inventor after: Zhang Yalin Inventor after: Sun Xiang Inventor after: Lu Ouwen Inventor after: Zhen Shoukui Inventor after: Tao Lianyin Inventor after: Zhou Yuhui Inventor after: Wang Hongwei Inventor after: Wang Liye Inventor after: Wang Xianzhong Inventor after: Zhu Yumin Inventor before: Tong Yulan |
|
| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20160412 Address after: 300222 No. 52 Dongting Road, Tianjin, Hexi District Applicant after: Hu Honglin Applicant after: Zhen Shoukui Applicant after: Tao Lianyin Address before: 737200 No. two village, 6 dam village, six dam, Gansu, Jinchang Applicant before: Tong Yulan |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160525 Termination date: 20171012 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |