WO2020248702A1 - Bidirectional overall stirring apparatus and method for reinforcing shallow soft foundation using same - Google Patents
Bidirectional overall stirring apparatus and method for reinforcing shallow soft foundation using same Download PDFInfo
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- WO2020248702A1 WO2020248702A1 PCT/CN2020/084847 CN2020084847W WO2020248702A1 WO 2020248702 A1 WO2020248702 A1 WO 2020248702A1 CN 2020084847 W CN2020084847 W CN 2020084847W WO 2020248702 A1 WO2020248702 A1 WO 2020248702A1
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- drill
- drilling device
- blade
- mixing equipment
- blades
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
Definitions
- the invention relates to a technique for strengthening shallow soft foundations, in particular to a two-way integral mixing equipment and a method for strengthening shallow soft foundations by adopting the same.
- Weak foundations include silt, silty soil, peat, peaty soil, etc. This type of soil has high natural water content, large void ratio, high compressibility, and low shear strength. If improperly handled, it is easy to cause road settlement or burial. Broken pipes and other problems.
- the common treatment methods in the project include replacement method, dump rock squeeze silt method, cushion method and dynamic compaction. However, these methods have some limitations, especially in urban road construction, environmental protection issues, construction period issues and site Restrictions and other issues have brought great challenges to traditional processing methods.
- the commonly used cement-soil mixing pile method such as a patented two-way cement-soil mixing pile (publication number CN205242387U) discloses a cement-soil mixing pile with internal and external drills reversed and bidirectional mixing.
- This kind of device still has the problems of uneven mixing of cement and soil and poor quality of piles; in addition, when dealing with shallow and weak foundations in road construction with a tight schedule, the advantages of its deep treatment appear to be "big material and small use”.
- the construction process of "positioning of pile machine ⁇ mixing sinking ⁇ mixing lifting ⁇ pile formation ⁇ displacement of pile machine” is slow, and there will be a little soft soil between piles, which makes it difficult to achieve the effect of overall strengthening of weak foundations.
- the object of the present invention is to solve the problems of the existing two-way cement-soil mixer being unable to cope with the mixing of soft soil in various environments, there are still problems of uneven mixing of cement and soil, poor quality of piles, and the use of the existing two-way
- the cement-soil mixer cannot move flexibly when mixing and solidifying the soft soil, the construction process is slow, and there will be a little soft soil between the piles, which makes it difficult to achieve the problem of overall strengthening of the weak foundation.
- Technical solution In order to solve the above problems, the present invention adopts the following technical solutions:
- a two-way integral mixing equipment including a fuselage, a frame, a mixing device, and an injection device.
- the mixing device includes a power transmission system, an outer drilling device and an inner drilling device.
- the injection device includes an injection pipe and a nozzle. One end of the manipulator is fixed On the fuselage, the other end is connected to the frame arranged in the vertical direction.
- the upper side of the frame is equipped with a power transmission system, and an outer drilling device and an inner drilling device are arranged under the power transmission system.
- the injection pipe is arranged inside the frame It is laid along the extension direction of the frame. One end of the injection pipe is connected to the external injector, and the other end is connected to the nozzle set above the lower blade of the inner drilling device.
- the inner drilling device and the outer drilling device are respectively connected to the power transmission system to rotate Two motors with opposite directions.
- the inner drilling device includes an inner core rod, an inner drill blade arranged on the inner core rod and arranged in a horizontal direction, and a drill bit arranged at the end of the inner core rod
- the outer drilling device includes an outer drill sleeve Tube and an outer drill agitator connected under the outer drill casing
- the outer drill agitator includes an outer blade constituting the outer frame of the outer drill agitator and an inner blade arranged in the outer frame of the outer drill agitator formed by the outer blade;
- the drill blade comprises an upper blade arranged in the outer frame of the outer drill agitator and a lower blade under the outer frame of the outer drill agitator.
- the inner blade, the upper blade and the lower blade are all provided in at least one row.
- the horizontally arranged blades of the outer drilling device and the inner drilling device are staggered at equal angles.
- the outer frame of the outer drill agitator includes horizontal blades arranged in a horizontal direction and frame blades that can be joined and spliced into different shapes with the outer blades.
- the fuselage is an excavator fuselage, and the power transmission system is driven by the power system of the excavator.
- a method for strengthening shallow soft ground with two-way integral mixing equipment including the following steps:
- the two-way integrated mixing equipment moves flexibly around according to the predetermined route, and the mixing device can move up and down through the power transmission system to stir the entire foundation;
- the outer drilling device and the inner drilling device are inserted into the soft soil and stirred while the injection device is turned on and the curing agent is sprayed into the soft soil.
- the two-way integrated mixing equipment realizes flexible movement within the required construction range through the movement of the fuselage, the power transmission system to control the lifting of the outer drilling device and the inner drilling device, and the manipulation of the manipulator.
- the present invention has the following beneficial effects:
- the two-way stirring of the outer drilling device and the inner drilling device can form a certain reinforcement range.
- the blades of different layouts ensure the uniformity of the mixing of the curing agent and the soft soil in the reinforcement range.
- the combination of the two ensures the solidification of the solidified body. Quality, and improve construction efficiency;
- the reinforcement method is flexible, and there is no need to frequently move the fuselage, which improves the construction efficiency and shortens the construction period;
- the construction equipment can be converted from conventional excavating machinery, which is easy to promote.
- Figure 1 is a front view of the two-way integral mixing equipment of the present invention
- FIG. 2 is a side view of the stirring device of the two-way integral stirring equipment of the present invention.
- FIG. 3 is a schematic diagram of the mixing blade of the present invention.
- Figure 4 is a top view of the mixing blade of the present invention.
- FIG. 5 is a schematic diagram of Embodiment 2 of the present invention.
- FIG. 6 is a schematic diagram of Embodiment 3 of the present invention.
- Figure 7 is a schematic diagram of longitudinal reinforcement row by row using the two-way integral mixing equipment of the present invention.
- Fig. 8 is a schematic diagram of the two-way integral mixing equipment of the present invention being reinforced successively from the periphery to the center.
- a two-way integral mixing equipment including a fuselage 1, a frame 2, a mixing device, and an injection device.
- the mixing device includes a power transmission system 3, an outer drilling device and an inner drilling device
- the injection device includes an injection pipe 4 and a nozzle 5 ,
- One end of the manipulator 9 is fixed on the fuselage 1, and the other end is connected to the frame 2 arranged in the vertical direction.
- the upper side of the frame 2 is provided with a power transmission system 3, and an outer drilling device and an inner drilling device are arranged under the power transmission system 3.
- the injection pipe 4 is arranged inside the frame 2 and laid along the extension direction of the frame 2, one end of the injection pipe 4 is connected to an external injector (not shown), and the other end is connected and arranged under the inner drilling device
- the nozzle 5 above the blade 822, the inner drilling device and the outer drilling device are respectively connected to two motors (not shown) in the power transmission system 3 whose rotation directions are opposite to each other.
- the inner drilling device includes an inner core rod 81, an inner drill blade 82 arranged on the inner core rod 81 and arranged in a horizontal direction, and a drill bit 83 arranged at the end of the inner core rod 81.
- the outer drilling device includes an outer drill sleeve The tube 6 and the outer drill agitator 7 connected below the outer drill casing.
- the outer drill agitator 7 includes an outer blade 71 constituting the outer frame of the outer drill agitator and an inner blade arranged in the outer frame of the outer drill agitator formed by the outer blade 71 Blade 72;
- the inner drill blade 82 includes an upper blade 821 provided in the outer frame of the outer drill agitator and a lower blade 822 below the outer frame of the outer drill agitator.
- the inner blade 72 has two rows, the upper blade 821 has two rows, and the lower blade 822 has one row.
- the horizontally arranged blades of the outer drilling device and the inner drilling device are staggered at equal angles.
- the angle of the interval here is 22.5°.
- the outer frame of the outer drill agitator includes horizontal blades arranged in a horizontal direction and frame blades 711 that can be joined and spliced into different shapes with the outer blades.
- the body 1 is an excavator body, and the power transmission system 3 is driven by the power system of the excavator.
- This embodiment is a further improvement to the first embodiment.
- the frame blade 711 is designed as a semicircle, and the horizontal blade of the outer blade 71 is matched to form an oval frame to adapt.
- This embodiment further improves on embodiment 1, and sets the lower blades 822 in two rows.
- a method for strengthening shallow soft ground with two-way integral mixing equipment including the following steps:
- the outer drilling device and the inner drilling device are inserted into the soft soil and stirred while the injection device is turned on and the curing agent is sprayed into the soft soil.
- the two-way integrated mixing equipment moves flexibly around according to the predetermined route, and the mixing device can move up and down through the power transmission system to stir the entire foundation;
- the two-way integrated mixing equipment realizes flexible movement within the required construction range through the movement of the fuselage, the power transmission system to control the lifting of the outer drilling device and the inner drilling device, and the manipulation of the manipulator.
- the longitudinal reinforcement is adopted row by row, and in Figure 8 the reinforcement is adopted successively from the periphery to the center.
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
Claims (9)
- 一种双向整体搅拌设备,其特征在于:包括机身、机架、搅拌装置和注料装置,搅拌装置包括动力传动系统、外钻装置和内钻装置,注料装置包括注料管和喷嘴,机械手的一端固定在机身上,另一端连接沿竖直方向设置的机架,机架的上部一侧设有动力传动系统,动力传动系统下方设置外钻装置和内钻装置,注料管设置于机架内部并沿机架的延伸方向铺设,注料管的一端连接外部的注料器,另一端连接设置于内钻装置下刀片上方的喷嘴,内钻装置和外钻装置分别连接到动力传动系统内转动方向互为反向的两个电机。A two-way integral mixing equipment, which is characterized in that it includes a fuselage, a frame, a mixing device, and an injection device. The mixing device includes a power transmission system, an outer drilling device and an inner drilling device. The injection device includes an injection pipe and a nozzle. One end of the manipulator is fixed on the fuselage, and the other end is connected to the frame arranged in the vertical direction. The upper side of the frame is equipped with a power transmission system, and an outer drilling device and an inner drilling device are arranged under the power transmission system. The injection pipe is arranged Lay inside the frame and along the extension direction of the frame. One end of the injection pipe is connected to the external injector, and the other end is connected to the nozzle set above the lower blade of the inner drilling device. The inner drilling device and the outer drilling device are respectively connected to the power Two motors in the transmission system whose rotation directions are opposite to each other.
- 根据权利要求1所述的双向整体搅拌设备,其特征在于:所述内钻装置包括内钻芯杆、在内钻芯杆上并沿水平方向设置的内钻刀片和设置于内钻芯杆端部的钻头,所述外钻装置包括外钻套管和连接在外钻套管下方的外钻搅拌器,外钻搅拌器包括构成外钻搅拌器外框架的外刀片和设置于外刀片构成的外钻搅拌器外框架内的内刀片;所述内钻刀片包括设在外钻搅拌器外框架内的上刀片和外钻搅拌器外框架下方的下刀片。The two-way integral mixing equipment according to claim 1, characterized in that: the inner drilling device comprises an inner core rod, an inner drill blade arranged on the inner core rod and arranged in a horizontal direction, and an inner drill blade arranged at the end of the inner core rod The outer drill device includes an outer drill casing and an outer drill agitator connected below the outer drill casing. The outer drill agitator includes an outer blade that forms the outer frame of the outer drill agitator and an outer blade formed by the outer blade. The inner blade in the outer frame of the drill agitator; the inner drill blade includes an upper blade arranged in the outer frame of the outer drill agitator and a lower blade under the outer frame of the outer drill agitator.
- 根据权利要求1或2所述的双向整体搅拌设备,其特征在于:所述内刀片、上刀片和下刀片均设至少1排。The two-way integral mixing equipment according to claim 1 or 2, wherein the inner blade, the upper blade and the lower blade are all provided in at least one row.
- 根据权利要求1或2所述的双向整体搅拌设备,其特征在于:所述外钻装置和内钻装置的沿水平方向设置的刀片呈等角度交错分布。The two-way integral mixing equipment according to claim 1 or 2, characterized in that the blades of the outer drilling device and the inner drilling device arranged in the horizontal direction are staggered at an equal angle.
- 根据权利要求1所述的双向整体搅拌设备,其特征在于:所述机身为挖掘机机身,动力传动系统由挖掘机的动力系统驱动。The two-way integral mixing equipment according to claim 1, wherein the body is an excavator body, and the power transmission system is driven by the power system of the excavator.
- 根据权利要求2所述的双向整体搅拌设备,其特征在于:所述外钻搅拌器外框架包括水平方向设置的水平刀片以及能够与外刀片接合拼接成不同形状的框架刀片。The two-way integrated mixing equipment according to claim 2, wherein the outer frame of the outer drill agitator includes horizontal blades arranged in a horizontal direction and frame blades that can be joined and spliced into different shapes with the outer blades.
- 一种如权利要求1所述的双向整体搅拌设备加固浅层软弱地基的方法,其特征在于:包括以下步骤:A method for strengthening shallow soft foundations with two-way integral mixing equipment according to claim 1, characterized in that it comprises the following steps:1)对双向整体搅拌设备所需施工的场地周边进行清理;1) Clean up the surrounding area of the construction site for the two-way integral mixing equipment;2)采用抽水机将软土地基上部的积水抽净;2) Use a water pump to pump out the accumulated water in the upper part of the soft soil foundation;3)通过挖掘机机身自身的动力,将挖掘机机身开动至所需施工的场地,并将搅拌装置正对所需施工的场地;3) Drive the excavator body to the required construction site by the power of the excavator body itself, and direct the mixing device to the required construction site;4)启动双向整体搅拌设备,使双向整体搅拌设备的外钻装置和内钻装置同时反向运行并插入软土施工场地中,开启注料装置,向软土中喷入固化剂;4) Start the two-way integral mixing equipment, make the outer drilling device and the inner drilling device of the two-way integral mixing equipment run in reverse at the same time and insert them into the soft soil construction site, turn on the injection device, and spray the curing agent into the soft soil;5)待首次搅拌至设计深度后,双向整体搅拌设备按照预定路线向四周灵活移动,且搅拌装置能够通过动力传动系统上下移动搅拌,对地基整体进行搅拌处理;5) After mixing to the design depth for the first time, the two-way integrated mixing equipment moves flexibly around according to the predetermined route, and the mixing device can move up and down through the power transmission system to stir the entire foundation;6)软土地基加固成型。6) Reinforce and shape the soft soil foundation.
- 根据权利要求7所述的双向整体搅拌设备加固浅层软弱地基的方法,其特征在于:所述步骤4)中,外钻装置和内钻装置插入软土并搅拌的同时开启注料装置并向软土中喷入固化剂。The method for strengthening shallow soft foundations with two-way integrated mixing equipment according to claim 7, characterized in that: in step 4), the outer drilling device and the inner drilling device are inserted into the soft soil and stirred while the injection device is turned on and directed Spray the curing agent into the soft soil.
- 根据权利要求7所述的双向整体搅拌设备加固浅层软弱地基的方法,其特征在于:所述步骤5)中,双向整体搅拌设备通过机身的移动、动力传动系统控制外钻装置和内钻装置的升降以及机械手的操控 来实现所需施工范围内的灵活移动。The method for strengthening shallow soft foundations with two-way integrated mixing equipment according to claim 7, characterized in that: in said step 5), the two-way integrated mixing equipment controls the outer drilling device and the inner drilling through the movement of the fuselage and the power transmission system. The lifting of the device and the manipulation of the manipulator can achieve flexible movement within the required construction range.
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CN201910500925.5A CN110359448B (en) | 2019-06-11 | 2019-06-11 | Method for reinforcing shallow soft foundation by bidirectional integral stirring equipment |
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CN109577124A (en) * | 2018-12-27 | 2019-04-05 | 舜元建设(集团)有限公司 | Roadbed reinforcement means on the spot under a kind of saturated soft soil geological conditions |
CN110359448B (en) * | 2019-06-11 | 2020-09-11 | 东南大学 | Method for reinforcing shallow soft foundation by bidirectional integral stirring equipment |
CN112609664B (en) * | 2020-12-14 | 2022-04-26 | 浙江大学 | Porous guniting bidirectional three-dimensional stirring cooperative device and method for solidifying/oxidizing polluted soil |
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