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 PDF

Info

Publication number
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
Authority
WO
WIPO (PCT)
Prior art keywords
drill
drilling device
blade
mixing equipment
blades
Prior art date
Application number
PCT/CN2020/084847
Other languages
French (fr)
Chinese (zh)
Inventor
杜广印
刘松玉
蔡光华
宫能和
储海岩
高常辉
秦川
钱星辰
Original Assignee
东南大学
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 东南大学 filed Critical 东南大学
Publication of WO2020248702A1 publication Critical patent/WO2020248702A1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete 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.

Landscapes

  • 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

Disclosed in the present invention is a bidirectional overall stirring apparatus. Said apparatus comprises a machine body, a frame, a feed device, a power transmission system, an outer drill device and an inner drill device. The outer drill device consists of an outer drill sleeve and an outer drill stirrer, and the inner drill device consists of an inner drill core rod, an inner drill blade and a drill bit. The outer drill stirrer consists of outer blades and inner blades, and the inner drill blade consists of two parts, i.e. upper blades and lower blades. The inner blades of the outer drill stirrer, the upper blades and the lower blades are each provided with at least one row, and the outer drill stirrer, the upper blades and the lower blades are distributed in an equal angular staggered manner. The outer blades can be spliced into different shapes, the operating directions of the outer drill device and the inner drill device are opposite, a feed port is located above the lower blades of the inner drill device, and the power transmission system is driven by an excavator power system. Also disclosed in the present invention is a method for reinforcing a shallow soft foundation with such a bidirectional overall stirring apparatus. By means of the design of the present invention, the efficiency is high, the construction is fast, and the soft foundation can be continuously reinforced as a whole.

Description

一种双向整体搅拌设备及采用其加固浅层软弱地基的方法Two-way integral mixing equipment and method for strengthening shallow soft foundation by adopting it 技术领域Technical field
本发明涉及浅层软弱地基加固技术,具体涉及一种双向整体搅拌设备及采用其加固浅层软弱地基的方法。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.
背景技术Background technique
近年来,随着我国公路工程的快速发展,各种复杂问题凸显出来,其中,软弱地基问题的存在给公路桥梁建设施工带来了一定的考验。软弱地基包括淤泥、淤泥质土、泥炭、泥炭质土等,这类土的天然含水量高、孔隙比大、压缩性高、抗剪强度低,若处理不当,极易引起路面沉降或下埋管道的断裂等问题。工程中常见的处理方法有换填法,抛石挤淤法,垫层法以及强夯等方法,然而这些方法都存在一些局限性,尤其是在城市道路施工中,环保问题、工期问题以及场地限制等问题,均给传统的处理方法带来了很大挑战。而目前普遍使用的水泥土搅拌桩法,如专利一种双向水泥土搅拌桩(公开号CN205242387U),其公开了一种具有内钻和外钻反向并进行双向搅拌的水泥土搅拌桩,但是此种装置仍然存在水泥土搅拌不均,成桩质量不佳的问题;此外,在处理工期紧迫的道路建设中的浅层软弱地基时,其深层处理的优势显得“大材小用”,再者,其“桩机定位→搅拌下沉→搅拌提升→成桩→桩机移位”的施工工艺进程较慢,且桩与桩之间会残余少许软土,难以达到对软弱地基整体加固的效果。In recent years, with the rapid development of my country's highway engineering, various complex problems have emerged. Among them, the existence of weak foundations has brought certain tests to highway and bridge construction. 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. At present, 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.
发明内容Summary of the invention
发明目的:本发明的目的在于解决现有的双向水泥土搅拌机无法应对各种不同环境下软土的搅拌,仍然存在水泥土搅拌不均,成桩质量不佳的问题,以及采用现有的双向水泥土搅拌机进行软土搅拌固化无法灵活移动,施工工艺进程慢,且桩与桩之间会残余少许软土,难以达到对软弱地基整体加固的问题。技术方案:为解决上述问题,本发明采用以下技术方案:Object of the invention: 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:
一种双向整体搅拌设备,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, 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.
进一步地,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。Further, 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, and 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.
进一步地,所述内刀片、上刀片和下刀片均设至少1排。Further, the inner blade, the upper blade and the lower blade are all provided in at least one row.
进一步地,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。Further, the horizontally arranged blades of the outer drilling device and the inner drilling device are staggered at equal angles.
进一步地,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。Further, 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.
进一步地,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。Further, the fuselage is an excavator fuselage, and the power transmission system is driven by the power system of the excavator.
一种双向整体搅拌设备加固浅层软弱地基的方法,包括以下步骤:A method for strengthening shallow soft ground with two-way integral mixing equipment, including 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.
进一步地,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。Further, in the 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 the curing agent is sprayed into the soft soil.
进一步地,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。Further, in the step 5), 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.
本发明与现有技术相比,具有以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:
(1)对浅层软弱地基进行整体加固,施工方便、灵活,加固效果明显,避免了残留软土问题;(1) Reinforce the shallow soft foundation as a whole, which is convenient and flexible in construction and has obvious reinforcement effects, avoiding the problem of residual soft soil;
(2)外钻装置和内钻装置的双向搅拌能够形成一定的加固范围,不同布置形式的刀片保证了加固范围内固化剂与软土的混合均匀性,两者的结合作用确保了固化体的质量,且提高了施工功效;(2) 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;
(3)加固方式灵活,无需频繁进行机身移位,提高了施工效率,缩短工期;(3) 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;
(4)施工设备可有常规挖掘机械改装而成,易于推广。(4) The construction equipment can be converted from conventional excavating machinery, which is easy to promote.
附图说明Description of the drawings
图1为本发明双向整体搅拌设备的主视图;Figure 1 is a front view of the two-way integral mixing equipment of the present invention;
图2为本发明双向整体搅拌设备的搅拌装置侧视图;Figure 2 is a side view of the stirring device of the two-way integral stirring equipment of the present invention;
图3为本发明搅拌刀片的示意图;Figure 3 is a schematic diagram of the mixing blade of the present invention;
图4为本发明搅拌刀片的俯视图;Figure 4 is a top view of the mixing blade of the present invention;
图5为本发明的实施例2示意图;Figure 5 is a schematic diagram of Embodiment 2 of the present invention;
图6为本发明的实施例3示意图;Figure 6 is a schematic diagram of Embodiment 3 of the present invention;
图7为采用本发明双向整体搅拌设备向纵向逐排加固的示意图;Figure 7 is a schematic diagram of longitudinal reinforcement row by row using the two-way integral mixing equipment of the present invention;
图8为采用本发明双向整体搅拌设备由四周向中心逐次加固的示意图。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.
图中标号说明:1-机身,2-机架,3-动力传动系统,4-注料管,5-喷嘴,6-外钻套管,7-外钻搅拌器,71-外刀片,72-内刀片,711-框架刀片,8-内钻装置,81-内钻芯杆,82-内钻刀片,821-上刀片,822-下刀片,83-钻头,9-机械手。Explanation of labels in the figure: 1-frame, 2-frame, 3-power transmission system, 4-injection tube, 5-nozzle, 6-outer drill casing, 7-outer drill agitator, 71-outer blade, 72-inner blade, 711-frame blade, 8-inner drill device, 81-inner drill core rod, 82-inner drill blade, 821-upper blade, 822-lower blade, 83-drill, 9-manipulator.
具体实施方式Detailed ways
以下将结合附图和具体实施例对本发明专利做进一步的详细说明。The patent of the present invention will be further described in detail below with reference to the drawings and specific embodiments.
实施例1:Example 1:
参照图1、图2、图3和图4。Refer to Figure 1, Figure 2, Figure 3 and Figure 4.
一种双向整体搅拌设备,包括机身1、机架2、搅拌装置和注料装置,搅拌装置包括动力传动系统3、外钻装置和内钻装置,注料装置包括注料管4和喷嘴5,机械手9的一端固定在机身1上,另一端连接沿竖直方向设置的机架2,机架2的上部一侧设有动力传动系统3,动力传动系统3下方设置外钻装置和内钻装置,注料管4设置于机架2内部并沿机架2的延伸方向铺设,注料管4的一端连接外部的注料器(未图示),另一端连接设置于内钻装置下刀片822上方的喷嘴5,内钻装置和外钻装置分别连接到动力传动系统3内转动方向互为反向的两个电机(未图示)。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, and 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. Drilling device, 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.
内钻装置包括内钻芯杆81、在内钻芯杆81上并沿水平方向设置的内钻刀片82和设置于内钻芯杆81端部的钻头83,所述外钻装置包括外钻套管6和连接在外钻套管下方的外钻搅拌器7,外钻搅拌器 7包括构成外钻搅拌器外框架的外刀片71和设置于外刀片71构成的外钻搅拌器外框架内的内刀片72;所述内钻刀片82包括设在外钻搅拌器外框架内的上刀片821和外钻搅拌器外框架下方的下刀片822。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.
内刀片72有2排,上刀片821有2排,下刀片822设1排。The inner blade 72 has two rows, the upper blade 821 has two rows, and the lower blade 822 has one row.
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。此处间隔的角度为22.5°。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°.
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711。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.
机身1为挖掘机机身,动力传动系统3由挖掘机的动力系统驱动。The body 1 is an excavator body, and the power transmission system 3 is driven by the power system of the excavator.
实施例2:Example 2:
参照图5。Refer to Figure 5.
本实施例对实施例1进一步改进,将框架刀片711设计为半圆形并和外刀片71的水平刀片配合拼成椭圆形框架,以适应。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.
实施例3:Example 3:
参照图6。Refer to Figure 6.
本实施例对实施例1进一步改进,将下刀片822设为2排。This embodiment further improves on embodiment 1, and sets the lower blades 822 in two rows.
实施例4:Example 4:
参照图7和图8。Refer to Figure 7 and Figure 8.
一种双向整体搅拌设备加固浅层软弱地基的方法,包括以下步骤:A method for strengthening shallow soft ground with two-way integral mixing equipment, including 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;
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 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.
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;
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。如图7采用的是向纵向逐排加固,图8采用的是由四周向中心逐次加固。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. As shown in Figure 7, the longitudinal reinforcement is adopted row by row, and in Figure 8 the reinforcement is adopted successively from the periphery to the center.
6)软土地基加固成型。6) Reinforce and shape the soft soil foundation.

Claims (9)

  1. 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.
  2. 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.
  3. 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.
  4. 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.
  5. 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.
  6. 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.
  7. 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.
  8. 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.
  9. 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.
PCT/CN2020/084847 2019-06-11 2020-04-15 Bidirectional overall stirring apparatus and method for reinforcing shallow soft foundation using same WO2020248702A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201910500925.5A CN110359448B (en) 2019-06-11 2019-06-11 Method for reinforcing shallow soft foundation by bidirectional integral stirring equipment
CN201910500925.5 2019-06-11

Publications (1)

Publication Number Publication Date
WO2020248702A1 true WO2020248702A1 (en) 2020-12-17

Family

ID=68217059

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2020/084847 WO2020248702A1 (en) 2019-06-11 2020-04-15 Bidirectional overall stirring apparatus and method for reinforcing shallow soft foundation using same

Country Status (2)

Country Link
CN (1) CN110359448B (en)
WO (1) WO2020248702A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08338017A (en) * 1995-06-12 1996-12-24 Tenox Corp Excavation agitating device for large bore
JP3747287B2 (en) * 2003-04-17 2006-02-22 株式会社竹中土木 Deep improvement device with large depth and large diameter
CN201137093Y (en) * 2007-12-20 2008-10-22 南京路鼎搅拌桩特种技术有限公司 Forced type bidirectional cement-treated soil agitation pile head
CN101864765A (en) * 2010-06-30 2010-10-20 东南大学 Two-way stirring based SMW construction method and tri-axial stirring equipment
CN102505683A (en) * 2011-11-11 2012-06-20 刘松玉 Drilling tool for two-way soil-cement mixed pile
CN205242387U (en) * 2015-11-12 2016-05-18 重庆市合川区盐井建筑工程有限公司 Two -way cement mixing method
CN206129166U (en) * 2016-10-31 2017-04-26 中铁二十三局集团第一工程有限公司 Two -way cement mixing method drill bit of outside -in whitewashing
CN110359448A (en) * 2019-06-11 2019-10-22 东南大学 A kind of two-way whole mixing plant and the method using its reinforcing shallow-layer soft foundation

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101240535B (en) * 2008-03-10 2010-07-21 徐玉杰 Single-power bidirectional drilling stirring pile machine
US10472790B2 (en) * 2015-08-06 2019-11-12 Nitto Technology Group Inc. Jet grouting method, ground improvement body, and ground improvement structure
CN105926596B (en) * 2016-04-26 2019-04-26 浙江水利水电学院 It is a kind of for stirring the agitating device and stirring means of ooze

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08338017A (en) * 1995-06-12 1996-12-24 Tenox Corp Excavation agitating device for large bore
JP3747287B2 (en) * 2003-04-17 2006-02-22 株式会社竹中土木 Deep improvement device with large depth and large diameter
CN201137093Y (en) * 2007-12-20 2008-10-22 南京路鼎搅拌桩特种技术有限公司 Forced type bidirectional cement-treated soil agitation pile head
CN101864765A (en) * 2010-06-30 2010-10-20 东南大学 Two-way stirring based SMW construction method and tri-axial stirring equipment
CN102505683A (en) * 2011-11-11 2012-06-20 刘松玉 Drilling tool for two-way soil-cement mixed pile
CN205242387U (en) * 2015-11-12 2016-05-18 重庆市合川区盐井建筑工程有限公司 Two -way cement mixing method
CN206129166U (en) * 2016-10-31 2017-04-26 中铁二十三局集团第一工程有限公司 Two -way cement mixing method drill bit of outside -in whitewashing
CN110359448A (en) * 2019-06-11 2019-10-22 东南大学 A kind of two-way whole mixing plant and the method using its reinforcing shallow-layer soft foundation

Also Published As

Publication number Publication date
CN110359448B (en) 2020-09-11
CN110359448A (en) 2019-10-22

Similar Documents

Publication Publication Date Title
WO2020248702A1 (en) Bidirectional overall stirring apparatus and method for reinforcing shallow soft foundation using same
CN104988910A (en) Reducing swing-injected agitating pile
CN103556631B (en) The one-tenth pile operation method of agitation pile
CN102808408B (en) Bidirectional reducing stirring pile machine and pile formation construction method thereof
CN102943467A (en) Six-axis cement soil mixing pile
CN201395793Y (en) Long spiral high-pressure spraying mud injecting stirring pile-forming device
CN105442589A (en) Stiffening core composite pile one-time forming machine
CN204875770U (en) One shot forming strength core composite pile becomes stake machinery
CN108978742A (en) One kind cutting stake forced-landing tilt correcting structure, method
CN102926382B (en) A kind of construction method of SMW engineering method
CN102900077B (en) Construction method of six-shaft cement mixing piles
CN209066518U (en) A kind of constructing structure of section of stake forced-landing tilt correcting structure and miniature steel pipe pile
CN100465383C (en) Multiple head small diameter long screw drilling wall forming machine
CN203383209U (en) Six-shaft cement mixing pile machine
CN107524150A (en) A kind of supporting pile protection bores three axes agitating pile foundation pit enclosure water sealing structure
JP3426556B2 (en) Ground improvement device and ground improvement method
CN209128999U (en) A kind of deep basal pit adverse construction method device
CN208363084U (en) A kind of NEW TYPE OF COMPOSITE pile foundation with higher level bearing capacity
CN202644521U (en) Bi-directional reducing mixing pile machine
CN207419449U (en) Using microbial film as the microorganism cement-soil stirring pile construction device of carrier
CN202913407U (en) Six-shaft cement mixing method
JP4167251B2 (en) Steel pipe pile and its rooting method
CN100385077C (en) Deep stirring pile stirring head with fixed blade
CN215105239U (en) Grouting complete device for foundation treatment
CN108316292B (en) Construction method for cement mixing pile group

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 20821875

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 20821875

Country of ref document: EP

Kind code of ref document: A1

122 Ep: pct application non-entry in european phase

Ref document number: 20821875

Country of ref document: EP

Kind code of ref document: A1

32PN Ep: public notification in the ep bulletin as address of the adressee cannot be established

Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205 DATED 24.05.2022)