CN113026848A - Construction method of continuous high-spraying impervious wall by planing and milling method - Google Patents
Construction method of continuous high-spraying impervious wall by planing and milling method Download PDFInfo
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/18—Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/8816—Mobile land installations
- E02F3/8825—Mobile land installations wherein at least a part of the soil-shifting equipment is mounted on a dipper-arm, backhoes or the like
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9212—Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel
- E02F3/9218—Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel with jets
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
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Abstract
The invention discloses a construction method of a continuous high-spraying impervious wall by a planning and milling method, which is characterized in that milling teeth are arranged on a long arm and a scarifier of a special long-arm excavator, nozzles are arranged between the milling teeth, a high-pressure fluid pipeline is arranged on the excavator arm, high-pressure cement slurry and compressed air are conveyed to the nozzles through the pipelines to form high-speed spraying jet beams to pre-cut a stratum, the high-speed spraying jet beams are cooperated with the planning and milling actions of a milling tool to impact, crush and mill the stratum together, and the cement slurry can play a wall protection role in the operation process and can be automatically condensed after being mixed with materials in the original stratum, so that the continuous impervious wall with good impervious performance is formed. According to the invention, the stratum is pre-cut through the high-speed jet flow beams, and the stratum is impacted, crushed and milled together with the planning and milling actions of the milling tool, so that the cement slurry can play a wall protection role in the operation process, and can be automatically condensed after being mixed with the materials in the original stratum, the construction efficiency is greatly improved, and the anti-seepage performance is greatly improved.
Description
Technical Field
The invention relates to the technical field of diaphragm wall construction, in particular to a planing and milling method continuous high-spraying diaphragm wall construction method, which requires the application date of 2020, 7 and 20, application number of 2020106965865 and has the priority of a planing and milling method continuous high-spraying diaphragm wall construction method.
Background
The impervious wall is an important structure in environmental protection engineering and water conservancy and hydropower engineering, and is mainly used for vertical seepage prevention of peripheral sealing of refuse landfill and dam foundation. The traditional diaphragm wall construction process mainly comprises a hydraulic grab bucket method, a water jetting wall building method, a high-spraying method, an impact drilling method, a deep stirring method and the like. The hydraulic grab bucket method, the water jetting wall building method and the impact drilling method belong to a full replacement process, and the high-spraying method and the deep stirring method belong to a non-replacement process. The traditional full replacement process needs to make substances such as earth, gravel and the like in the original stratum out of the ground, fix the wall by mud (generally adopting clay or bentonite for pulping), then pour underwater concrete by adopting a conduit method, and recharge concrete materials to form the wall, and the method has the main defects of various working procedures, higher manufacturing cost, easy occurrence of quality problems such as sediment, segregation, wall breakage, splitting and the like; the traditional non-replacement process is to cut and stir the stratum in situ, fill cement slurry and solidify the cement slurry into a wall in situ, and the method has the defects of easy phenomena of leakage spraying, leakage stirring, splitting and the like and low quality assurance degree.
The continuous high-spraying impervious wall technology by planing and milling method features that the slag material is not blown out of ground surface during planing, milling and spraying, but the original stratum material is moved and replaced in small range under the combined action of planing, milling and spraying.
The traditional excavator is difficult to apply to diaphragm wall construction due to limited arm length and limited aspects of the structure, mechanical property and the like of the excavator arm, and the direct excavation easily causes the collapse of the groove wall. The problems are solved by combining the intensive research of mechanical manufacturing technology (digging and improving technology) and fine chemical technology (concrete admixture technology). The technology skillfully adopts a special long-arm excavator to carry out planning and milling operation, and simultaneously sprays cement slurry (doped with additives) to fix and form the wall, thereby becoming a novel impervious wall construction method with reliable quality and low cost.
Disclosure of Invention
The invention aims to provide a construction method of a continuous high-jet impervious wall by a planing and milling method, which is characterized in that a milling tool (a rake bucket or a scarifier or a long arm with teeth) is arranged on a special long-arm excavator, a nozzle is arranged on the milling tool, a stratum is precut by a high-speed jet beam, the stratum is impacted, crushed and milled together in cooperation with the planing and milling actions of the milling tool, and cement slurry can play a wall protection role in the operation process and can be automatically coagulated into a wall after being mixed with materials in the original stratum.
The invention is realized by the following technical scheme: a milling tool (a scraper bucket or a scarifier or a long arm with teeth) is arranged on the long arm of the special long-arm excavator, a nozzle is arranged on the milling tool, a high-pressure fluid pipeline is arranged on the long arm of the special long-arm excavator, high-pressure cement slurry and compressed air are conveyed to the nozzle through the pipeline to form a high-speed jet beam to pre-cut a stratum, the high-speed jet beam is cooperated with the planing and milling actions of the milling tool to impact, break and mill the stratum together, and the cement slurry can play a wall protection role in the operation process and can be automatically coagulated after being mixed with materials in the original stratum, so that the impervious wall with good impervious performance is formed.
The nozzle comprises a pulp nozzle and an air nozzle. For injecting cement slurry and high pressure air, respectively.
The high-pressure pump comprises a high-pressure slurry pump and an air compressor, and is used for conveying cement slurry and high-pressure air respectively.
The method comprises the following specific steps:
(1) leveling the field: leveling a strip-shaped field along the construction axis direction of the impervious wall, removing obstacles at the construction axis position, and backfilling clay at a low-lying position of the field for leveling;
(2) measuring and lofting: marking the axis of the impervious wall according to a design drawing; setting a shaft control pile at intervals, calibrating the position of a pile number, and performing recording and maintenance work;
(3) positioning of the excavator and arrangement of a high-pressure fluid system: respectively arranging a special long-arm excavator and a common excavator along the operation direction; selecting a proper position as a pulping platform, and communicating the high-pressure pump with the nozzle through a high-pressure fluid pipeline;
(4) preparing slurry: preparing and stirring cement slurry (the mixing proportion can be designed according to the specific conditions of the project); and calculating the material consumption of each stirring barrel according to the mixing proportion and the volume of the stirring barrel. When in pulping, each barrel is firstly drained with water to the calculated dosage, the admixture is added, slightly dissolved and stirred, then the cement is added, and the stirring of each barrel is not less than 2 min. The slurry is used along with the preparation, and in order to prevent the segregation of the cement slurry, the slurry is required to be continuously stirred, and the stirred slurry is conveyed to a secondary stirring slurry storage container.
(5) Slurry guide groove excavation, spraying and planing and milling: the method comprises the steps of digging a slurry guide groove with a certain length by using a common digging machine, then performing planing and milling operation by using a special long-arm digging machine, and simultaneously spraying slurry and gas, wherein a certain slurry height is kept in the groove to protect the wall. The typical way is that: after the slurry guide groove is excavated, all stratum materials within the axial line range of about 6-15 meters in length are excavated, high-pressure injection (low-pressure grouting is changed) is not carried out at the moment, the stratum materials are excavated to a basement rock and a cement slurry retaining wall, then a long arm and a milling tool of a special long arm excavator are unfolded, the track of the excavator moves forward for a preset distance in a planning and milling injection operation, the track of the excavator moves horizontally along with the planning and milling progress, and milling slag and cement slurry are mixed and solidified to form the continuous high-pressure-injection impervious wall along with the horizontal propulsion of the milling tool.
Preferably, the long arm is composed of a large arm, a large arm oil cylinder, a small arm and a small arm oil cylinder, one end of the large arm is connected with the base, the other end of the large arm is connected with the small arm, the front section of the small arm is connected with the milling tool, the large arm oil cylinder is installed on the base, a push rod of the large arm oil cylinder is connected with the large arm, the small arm oil cylinder is installed on the large arm, and a push rod of the small arm oil cylinder is connected with the rear end of the small arm; and a milling tool oil cylinder is arranged on the small arm, and a push rod of the milling tool oil cylinder is connected with a milling tool.
Further preferably, the small arm is provided with milling teeth, and the milling teeth can cut the stratum.
Further preferably, the small arm is provided with a nozzle which is matched with the milling teeth to cut the stratum.
The technical principle of the construction of the continuous high-spraying impervious wall by the planing and milling method is as follows: the construction technology is characterized in that high-speed jet beams formed by high-pressure cement slurry and compressed air are adopted, and the high-speed jet beams cooperate with a mechanical planing and milling effect to impact, cut, crush and mill stratum soil bodies together, and cement matrix slurry is filled and mixed into the stratum soil bodies to form a plate-wall-shaped coagulation body, so that the seepage prevention or bearing capacity of a foundation is improved.
The innovation points of the technology are as follows: firstly, a special long-arm excavator is selected to carry out high-spraying operation, mechanical planing and milling actions are added on the basis of the traditional high-spraying process, and the sprayed stratum is subjected to supplementary cutting and milling, so that the missing spraying and the splitting can be prevented, and a continuous high-spraying impervious wall is formed; firstly, applying a high-pressure fluid injection device to excavating machinery, increasing the functions of pre-impacting, crushing and cutting of high-pressure fluid on the basis of the traditional excavating (planing and milling) construction, improving the excavating (planing and milling) efficiency, and mixing and liquefying stratum materials by using cement grout to realize the purposes of efficient tunneling and deep scarification (or grooving); and thirdly, the cement slurry is doped with special additives, so that the wall protection effect of the slurry can be greatly improved, the milling tool can be lubricated, the resistance of the planing and milling operation is reduced, the final setting strength is greatly improved, and the anti-seepage performance of the wall is greatly improved.
A planning and milling method for constructing a continuous high-spraying impervious wall is characterized in that a special long-arm excavator is used for high-spraying construction, and planning and milling operations are cooperated to form the continuous high-spraying impervious wall with approximate equal thickness. The main advantages of this new technology are:
(1) the construction quality is better.
Firstly, because the process adopts cement slurry to protect the wall, continuous planing and milling operation is carried out, sequential (framing) construction is not needed, and the phenomena of forking and leaking spraying are avoided. The discontinuous quality defects of 'split, leaking and spraying' and the like are common defects of the traditional impervious wall process.
And secondly, the quality defect of the wall bottom sediment is avoided. Because the process adopts cement slurry to protect the wall in the wall-building process, the original stratum materials are fully mixed with the cement slurry while being crushed and then are solidified into the wall material, unlike the sediment of the traditional slotting process, the sediment is easy to be in a loose state and becomes a leakage channel.
And the quality defect of the separation broken wall does not exist. The traditional concrete impervious wall process is easy to produce conduit pull-out when underwater concrete is poured, so that the concrete is bathed, segregation and wall breaking are produced, and a seepage channel is formed.
(2) The process has strong adaptability, and is particularly suitable for engineering conditions of water conservancy and hydropower industry and environmental protection industry.
The stratum adaptability is wide. The method is almost suitable for various complicated stratums, does not need to worry about the existence of coarse particles such as floating grains, block stones and the like (the block stones within 40 centimeters can be excavated) in the stratums, and does not need to worry about the problem of slot hole collapse, because cement slurry, cement mortar or flow-plastic concrete is always filled in the slots, the wall protection is efficient and reliable.
And the method can adapt to a narrower construction site. The hydraulic grab bucket and the water-jetting wall building process need a wide operation surface (at least 7m), the process can be used for construction in a narrow place about 4 m, the large-scale excavation and filling are not needed, the bending and straightening are carried out, the dike is lowered and widened, and the construction place is only slightly leveled.
And thirdly, the requirements on the conditions of the construction road are not high. Because the construction machinery which is input by the process is the largest special long-arm excavator, and no other large machinery exists, the requirement on the approach road is low, and the excavator only needs to travel (the road width is more than or equal to 4 meters); concrete materials do not need to be conveyed in the operation area, and a construction access road does not need to be additionally built.
(3) The cost is lower.
The mechanical cost is lower. As the special long-arm digger is adopted for grooving, the grooving machine is much cheaper than the traditional grooving equipment. At present, most of the trenching machines for the impervious wall in China are mechanically monopolized abroad, and the quantity of the trenching machines for the impervious wall is four to five million, even two to ten million.
And secondly, the labor cost is low. The traditional process has more working procedures and more labor consumption, for example, each machine team of the water-jetting wall-building process needs about 8 workers, but the process only needs 4 workers.
And the cost of raw materials is low. The new technology fully utilizes the materials in the original stratum as the wall material, does not need to purchase sand pebbles or commercial concrete additionally, and greatly saves the material cost.
(4) Saving construction period
Due to the fact that the special long-arm excavator is matched with a high-pressure slurry pump and an air compressor to operate, high-pressure spraying, planing and milling are conducted, force is applied cooperatively, flexibility and high efficiency are achieved, and the construction period can be greatly shortened. For example, the traditional process needs a construction period of 3 months, adopts a new technology for construction, and only needs 1 month for completion.
(5) Has good environmental benefit
The traditional diaphragm wall construction technology usually needs to consume a large amount of raw materials such as concrete, bentonite and the like, and generates a large amount of waste slurry or waste slag. The technology fully utilizes the materials in the original stratum as the wall material, does not need to purchase sand pebbles or commercial concrete, does not produce a large amount of slurry and slag, and has good environmental benefit.
(6) Has wide application prospect
Due to the outstanding advantages of the process, the process can be applied to the building industry, not only can be used for the construction of underground continuous walls in foundation pit support, but also can be applied to foundation and foundation treatment as long as slight optimization is carried out, for example, the process can be used for building foundation piles with super-large diameters, the change of the structural style and the design concept of the traditional pile foundation can be caused, the traditional pile construction process can be hopefully replaced in a large area, and perhaps, the technology can start a great technical revolution in the field of geotechnical engineering.
Drawings
FIG. 1 is a process flow diagram of the present invention.
FIG. 2 is a schematic structural view of the long arm excavator of the present invention;
FIG. 3 is a top view of the boom structure of the boom excavator of the present invention;
FIG. 4 is a schematic view of a milling tool of the long arm excavator of the present invention;
FIG. 5 is an enlarged view of the nozzle portion of the excavator according to the present invention.
Fig. 6 is a schematic view of a long arm excavator with milling teeth mounted on the small arm.
Fig. 7 is a schematic view of a long-arm excavator with diversion trenches arranged on a small arm.
In the figure: 1. a large arm cylinder; 2. a large arm; 3. a small arm cylinder; 4. a high pressure fluid line; 5. a small arm; 6. a milling tool oil cylinder; 7. milling tools; 8. a cylindrical beam; 9. a side plate; 10. milling teeth; 11. a nozzle; 12. a pulp nozzle; 13. air nozzle, 14, milling teeth; 15. and a diversion trench.
Detailed Description
The invention is explained in further detail below with reference to the drawings.
Example 1
Referring to fig. 1, the construction of the continuous high-pressure jet impervious wall by the planing and milling method comprises the following steps:
(1) and (4) leveling the field.
And leveling a strip-shaped field along the construction axis direction of the impervious wall, clearing obstacles at the construction axis position, and backfilling clay at a low-lying position of the field for leveling.
(2) And (6) measuring and lofting.
Marking the axis of the impervious wall according to a design drawing; setting a shaft control pile at intervals, calibrating the position of a pile number, and performing recording and maintenance work;
(3) the excavator is in place and the high-pressure fluid system is arranged.
Special long-arm excavators (1 or 2) and ordinary excavators are respectively arranged along the operation direction. The proper position is selected as the pulping platform, and in order to reduce the times of transition, the pulping platform is preferably arranged in a wider land area in the middle of the construction section, so that cement unloading is facilitated. On the basis of a traditional long-arm excavator, an excavator bucket is replaced by a scraper bucket or a scarifier, the long arm is correspondingly modified according to needs, a nozzle is installed on the scraper bucket or the scarifier, a high-pressure fluid pipeline is arranged on the arm, and the high-pressure fluid pipeline is communicated with the nozzle and a high-pressure pump. The nozzle comprises a slurry nozzle and an air nozzle which are respectively used for spraying cement slurry and high-pressure air. The high-pressure pump comprises a high-pressure slurry pump and an air compressor, and is used for conveying cement slurry and high-pressure air respectively. The slurry nozzle is connected with a high-pressure slurry pump through a high-pressure fluid pipeline, and the air nozzle is connected with an air compressor through a high-pressure fluid pipeline.
(4) And (6) preparing slurry.
Preparing and stirring cement slurry (the mixing proportion can be designed according to the specific conditions of the project); and calculating the material consumption of each stirring barrel according to the mixing proportion and the volume of the stirring barrel. When in pulping, each barrel is firstly drained with water to the calculated dosage, the admixture is added, slightly dissolved and stirred, then the cement is added, and the stirring of each barrel is not less than 2 min. The slurry is used along with the preparation, and in order to prevent the segregation of the cement slurry, the slurry is required to be continuously stirred, and the stirred slurry is conveyed to a secondary stirring slurry storage container.
(5) Slurry guide groove excavation, spraying and planing and milling.
Digging a slurry guide groove with a certain length by using a common digging machine, then performing planning and milling operation by using a special long-arm digging machine, simultaneously spraying slurry and gas, and keeping a certain slurry height (generally not lower than 100cm below the ground) to protect the wall. Typically, after the slurry guide groove is excavated, all stratum materials within the axial line range of about 6-15 meters in length are excavated, high-pressure injection (low-pressure grouting) is not performed at the time, the stratum materials are excavated to a basement rock and a cement slurry retaining wall, then a milling tool of a special long-arm excavator is unfolded, milling and injection operation is performed, an excavator crawler moves horizontally along with the milling progress, and milling slag and cement slurry are mixed and solidified to form the continuous high-pressure-injection impervious wall along with the horizontal propulsion of the milling tool.
The wall depth needs to enter a target stratum according to design requirements, the main judgment standard is to dig out fragments of the target stratum, and the judgment and the confirmation are made by field technicians in combination with pilot hole results. The operation feeling, sound, vibration and the like of the excavator driver can be used as auxiliary judgment. The wall depth can be measured by the upper margin of the excavator arm, and the wall axial direction is measured once every 5 meters and recorded.
(6) And (5) solidifying to form the wall.
According to specific geological conditions and operation conditions, a long-arm excavator can be adopted to repeatedly scrape or rub in the groove in a large range, materials in the original stratum and cement slurry are fully mixed, coarse particles are moved backwards, and the continuous integrity of the wall is verified.
Special case processing:
(1) when meeting strata with high resistance such as block stones, boulders and the like, the high resistance stratum can be dug to the ground to be removed or backfilled to an excavated area when being planed;
(2) when the content of coarse particles in the stratum is high, so that the resistance is too high, and the scraper bucket cannot be placed to the planned depth, the horizontal propulsion is stopped, the coarse particle materials are raked towards the rear groove or are partially fished out of the ground and removed, measures are taken to reduce the resistance, and then normal operation is carried out;
(3) when the grout preparing or supplying system has a fault and cannot be repaired in time, the front section of the impervious wall is planed and milled into a vertical section (rather than an arc-shaped section) so as to be beneficial to properly treating the parting of the wall after the construction is recovered. Then the milling tool is lifted out of the ground, and clean water is introduced to clean the pipeline so as to prevent blockage.
(4) When the special long-arm excavator has a fault and cannot be repaired in time, if the milling tool still cannot be pulled out from the groove, clear water and compressed air are quickly introduced to dilute slurry in the groove so as to avoid burying the milling tool; if the milling tool is pulled out of the groove, the clean water is introduced into the clean water cleaning pipeline, and clean water diluted cement slurry is introduced into the insertion pipe in front of the groove. After reworking, the affected part of the wall (i.e. the separation part) is planed, milled and sprayed again, and when necessary, the wall can be dug out, and the joint can be reliably processed and then the normal construction can be promoted.
The invention also provides a preferred embodiment of the special long-arm excavator, as shown in fig. 2-5 and fig. 1, the long-arm excavator capable of being constructed by the impervious wall comprises a base, a long arm and a milling tool 7, wherein the base is provided with a power device, a swing mechanism, an operating mechanism, a transmission mechanism, a traveling mechanism and the like which are possessed by the traditional excavator, the long arm comprises a large arm 2, a large arm oil cylinder 1, a small arm 5 and a small arm oil cylinder 3, one end of the large arm 2 is connected with the base, the other end of the large arm is connected with the small arm 5, the front section of the small arm 5 is connected with the milling tool 7, the base is provided with the large arm oil cylinder 1, a push rod of the large arm oil cylinder 1 is connected with the large arm 2, the large arm 2 is provided with the small arm oil cylinder 3, and a push rod of the small arm oil cylinder; and a milling tool oil cylinder 6 is arranged on the small arm 5, and a push rod of the milling tool oil cylinder 6 is connected with a milling tool 7.
As shown in fig. 3, the small arm 5 comprises two side plates 9, the two side plates 9 are connected and anchored by a cylindrical cross beam 8, and the front part of the large arm 2 is also anchored by the two side plates. Therefore, the resistance of slurry to the arm body can be reduced in the planing and milling process.
As shown in fig. 4 and 5, the milling tool 7 is provided with milling teeth 10, a nozzle 11 is installed above the milling teeth 10, the nozzle 11 includes a slurry nozzle 12 and an air nozzle 13, the slurry nozzle 12 is connected to a cement slurry pump through one high-pressure fluid pipeline 4, and the air nozzle 13 is connected to an air compressor through another high-pressure fluid pipeline 4. The inside of the milling tool 7 is provided with a cement slurry channel and a high-pressure air channel, the cement slurry channel is connected with a cement slurry interface positioned at the upper part of the milling tool 7, the high-pressure air channel is connected with a high-pressure air interface positioned at the upper part of the milling tool 7, and the high-pressure air interface and the cement slurry interface are respectively connected with the corresponding high-pressure fluid pipelines 4. The high-pressure fluid pipeline 4 is fixed on the large arm 2 and the small arm 5 of the long-arm excavator.
In the construction engineering, a long-arm excavator is driven to a preset position, two high-pressure fluid pipelines 4 are respectively connected with a cement slurry pump and an air compressor, the long-arm excavator is operated to enable a milling tool 7 to go deep into a groove, high-pressure cement slurry and compressed air are conveyed in place through pipelines and are sprayed out through a nozzle 11 to form a high-speed spraying jet beam to pre-cut a stratum, the high-speed spraying jet beam is used for impacting, crushing and milling the stratum together in cooperation with the milling action of the milling tool 7, the cement slurry is filled and mixed, the cement slurry has the wall protection effect, and after the milling construction, the cement slurry is mixed with materials in the stratum to form a plate-wall-shaped condensate, so that the anti-seepage wall is formed.
Example 2
On the basis of the embodiment 1, as shown in fig. 6, the small arm 5 is provided with the milling teeth 14, the milling teeth 14 can cut the stratum, the milling teeth 14 are arranged on the belly of the small arm 5, and the small arm 5 is provided with the nozzle which is matched with the milling teeth 14 to cut the stratum. The nozzles are preferably directed towards the milling teeth 14 and are connected to a high pressure fluid line to prevent the milling teeth 14 from becoming clogged with mud, and the milling teeth and nozzles may also be mounted on the boom if the boom is to be extended into the ground.
Further, the small arm of the long-arm excavator can be a square pipe arm and is formed by welding four steel plates, a high-pressure fluid pipeline is arranged inside the small arm, and in order to facilitate slurry flowing, as shown in fig. 7, a diversion trench 15 is arranged on the side wall of the small arm.
The small arm of the long arm excavator may be shaped in an arc for convenient cutting of the earth formation.
The impervious wall is an important hydraulic structure, the engineering quality of the impervious wall relates to the safe operation of the whole engineering, the life and property safety of the masses is concerned, and the investment proportion in the construction of hydraulic and hydroelectric engineering and environmental protection engineering is very high. In recent years, in water conservancy and hydropower construction, the diaphragm wall engineering has many quality problems, or dam collapse is caused, or the engineering cannot run according to the designed water level and cannot exert expected benefits, or house damage, farmland flooding and the like are caused. In environmental engineering, the quality of the diaphragm wall often pollutes the underground water, which causes the collision of surrounding groups. The reason is mainly because the traditional diaphragm wall construction technology has old and laggard process and low quality assurance. The development of the construction technology of the continuous high-spraying impervious wall by the planing and milling method can timely supplement short plates of the impervious wall engineering in the water conservancy and hydropower industry and the environmental protection industry. The technology simplifies the process flow, is easy to control the engineering quality, has good continuity and good anti-seepage effect, is visual and reliable, is suitable for site conditions and geological conditions of most of hydraulic and hydroelectric engineering and environmental protection engineering, and has the advantages of good quality, high efficiency, low cost, strong usability and the like.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (9)
1. A planing and milling method continuous high-pressure jet anti-seepage wall construction method is characterized in that: the method is characterized in that a milling tool is installed on a long arm of a special long-arm excavator, a nozzle is installed on the milling tool, a high-pressure fluid pipeline is arranged on the long arm of the special long-arm excavator and connected with the nozzle and a high-pressure pump, high-pressure slurry and gas generated by the high-pressure pump are conveyed to the nozzle through the pipeline to form a high-speed jet beam to pre-cut a stratum, the high-speed jet beam is cooperated with the milling action of the milling tool to impact, crush and mill the stratum together, and cement slurry not only transmits cutting kinetic energy in the operation process, but also plays a wall protection role and can be automatically condensed after being mixed with materials in the original stratum, so that the continuous high-jet impervious wall with good impervious performance is formed.
2. The planing and milling method continuous high-pressure jet anti-seepage wall construction method according to claim 1, which is characterized in that: the milling tool is a scraper bucket or a ripper or a long arm provided with milling teeth.
3. The planing and milling method continuous high-pressure jet anti-seepage wall construction method according to claim 1, which is characterized in that: the nozzle comprises a pulp nozzle and an air nozzle.
4. The planing and milling method continuous high-pressure jet anti-seepage wall construction method according to claim 3, which is characterized in that: the high-pressure pump comprises a high-pressure slurry pump and an air compressor, the slurry nozzle is connected with the high-pressure slurry pump through a high-pressure fluid pipeline, and the air nozzle is connected with the air compressor through a high-pressure fluid pipeline.
5. The planing and milling method continuous high-pressure jet anti-seepage wall construction method according to claim 1, which is characterized by comprising the following steps:
(1) leveling the field: leveling a strip-shaped field along the construction axis direction of the impervious wall, removing the above-ground obstacles at the construction axis position, and backfilling clay at the low-lying position of the field for leveling;
(2) measuring and lofting: marking the axis of the impervious wall according to a design drawing; setting a shaft control pile at intervals, calibrating the position of a pile number, and performing recording and maintenance work;
(3) positioning of the excavator and arrangement of a high-pressure fluid system: respectively arranging a special long-arm excavator and a common excavator along the operation direction; selecting a proper position as a pulping platform, mounting a milling tool on the special long-arm excavator, mounting a nozzle on the milling tool, and arranging a high-pressure fluid pipeline on the arm, wherein the high-pressure fluid pipeline is communicated with the nozzle and a high-pressure pump;
(4) preparing slurry: preparing and stirring cement slurry; calculating the material consumption of each mixing barrel according to the mixing proportion and the volume of the mixing barrels; during pulping, firstly discharging water to a calculated amount in each barrel, adding an additive, slightly dissolving and stirring, then adding cement, and stirring for not less than 2min in each barrel; the slurry is used along with the preparation, in order to prevent the segregation of the cement slurry, the stirring is carried out continuously, and the mixed slurry is conveyed to a secondary stirring slurry storage barrel;
(5) slurry guide groove excavation, spraying and planing and milling: digging a slurry guide groove with a certain length by using a common digging machine, then performing planning and milling operation by using a special long-arm digging machine, and simultaneously spraying slurry and gas, wherein a certain slurry height is kept in the groove to protect the wall;
the typical way is that: after the slurry guide groove is excavated, all stratum materials within the axial line range of about 6-15 meters in length are excavated, at the moment, high-pressure injection is not carried out, low-pressure grouting is carried out, the stratum materials are excavated to a bedrock, a cement slurry retaining wall is filled, then a long arm and a milling tool of a special long arm excavator are unfolded, planning, milling and injection operations are carried out, an excavator crawler moves horizontally along with the planning and milling progress, and milling slag and the cement slurry are mixed and solidified to form the continuous high-pressure-injection impervious wall along with the horizontal propulsion of the milling tool.
6. The planing and milling method continuous high-pressure jet anti-seepage wall construction method according to claim 1, which is characterized in that: the long arm consists of a large arm, a large arm oil cylinder, a small arm and a small arm oil cylinder, one end of the large arm is connected with the base, the other end of the large arm is connected with the small arm, the front section of the small arm is connected with the milling tool, the large arm oil cylinder is installed on the base, a push rod of the large arm oil cylinder is connected with the large arm, the small arm oil cylinder is installed on the large arm, and a push rod of the small arm oil cylinder is connected with the rear end of the small arm; and a milling tool oil cylinder is arranged on the small arm, and a push rod of the milling tool oil cylinder is connected with a milling tool.
7. The planing and milling method continuous high-pressure jet anti-seepage wall construction method according to claim 1, which is characterized in that: and the small arm is provided with milling teeth which can cut the stratum.
8. The planing and milling method continuous high-pressure jet anti-seepage wall construction method according to claim 7, which is characterized in that: and the small arm is provided with a nozzle which is matched with the milling teeth to cut the stratum.
9. The planing and milling method continuous high-pressure jet anti-seepage wall construction method according to claim 7, which is characterized in that: and milling teeth are arranged on the belly or the back of the small arm.
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| CN202010696586.5A CN111827390A (en) | 2020-07-20 | 2020-07-20 | Construction method of continuous high-spraying impervious wall by planing and milling method |
| CN2020106965865 | 2020-07-20 |
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| CN113026848A true CN113026848A (en) | 2021-06-25 |
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| CN202011626698.XA Active CN112627266B (en) | 2020-07-20 | 2020-12-31 | Arch crown planing and milling collaborative continuous high-pressure jet impervious wall construction method |
| CN202110400546.6A Active CN113026848B (en) | 2020-07-20 | 2021-04-14 | Construction method of continuous high-spraying impervious wall by planing and milling method |
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| CN202011626698.XA Active CN112627266B (en) | 2020-07-20 | 2020-12-31 | Arch crown planing and milling collaborative continuous high-pressure jet impervious wall construction method |
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| CN113006175A (en) * | 2021-03-05 | 2021-06-22 | 江西省水利科学院 | Spiral underground diaphragm wall construction device and method |
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| US20100095559A1 (en) * | 2005-08-22 | 2010-04-22 | Buckner Lynn A | Mobile vacuum excavation attachment for vehicle |
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| CN103046557A (en) * | 2012-12-04 | 2013-04-17 | 北京建材地质工程公司 | Foundation pit water-sealing supporting method by using long spiral cement soil mixing structural steel pile |
| CN106120733A (en) * | 2016-06-25 | 2016-11-16 | 张永忠 | TRD wall forming machine |
| CN111455976A (en) * | 2020-04-14 | 2020-07-28 | 江西省水利科学研究院 | Construction method of self-setting mortar impervious wall by grooving method |
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2020
- 2020-07-20 CN CN202010696586.5A patent/CN111827390A/en active Pending
- 2020-12-31 CN CN202011626698.XA patent/CN112627266B/en active Active
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- 2021-04-14 CN CN202110400546.6A patent/CN113026848B/en active Active
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN1076981A (en) * | 1992-04-01 | 1993-10-06 | 北辰工业株式会社 | In order to the excavator of constructing the diaphragm wall body and the construction method that adopts this excavator |
| CN200978433Y (en) * | 2006-11-23 | 2007-11-21 | 辽宁省水利水电科学研究院 | Anti-seepage wall digging machine |
| KR101007372B1 (en) * | 2010-07-06 | 2011-01-13 | 무풍건설주식회사 | Excavator attachment style cutoff wall and attached type apparatus for selected chemical |
| CN110747847A (en) * | 2019-10-24 | 2020-02-04 | 湖北盛达泰水利水电工程有限公司 | Double-pipe high-pressure jet grouting construction method for building impervious wall in soft foundation |
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| Publication number | Publication date |
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| CN112627266B (en) | 2022-03-25 |
| CN113026848B (en) | 2022-06-24 |
| CN111827390A (en) | 2020-10-27 |
| CN112627266A (en) | 2021-04-09 |
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