CN105714767B - The perfusion system of piling machine - Google Patents

The perfusion system of piling machine Download PDF

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CN105714767B
CN105714767B CN201610071343.6A CN201610071343A CN105714767B CN 105714767 B CN105714767 B CN 105714767B CN 201610071343 A CN201610071343 A CN 201610071343A CN 105714767 B CN105714767 B CN 105714767B
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machine platform
platform
stake
piling
pile
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CN105714767A (en
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周兆弟
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Zhejiang Zhaodi Technology Co ltd
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    • 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • E02D15/04Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02Placing by driving
    • E02D7/06Power-driven drivers
    • E02D7/14Components for drivers inasmuch as not specially for a specific driver construction

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  • Engineering & Computer Science (AREA)
  • General 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)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The invention belongs to Architectural Equipment technical field, more particularly, to a kind of perfusion system of piling machine.It solves the problems such as existing piling machine grouting difficulty is big.Including stake machine platform, stake machine platform, which is connected with, can drive the platform moving drive mechanism of stake machine platform lateral or longitudinal movement in the horizontal direction, described stake machine platform is provided with the pile driving system with drilling rod piling equipment and/or vibratory pile driving device, and described drilling rod piling equipment is hung on one end of a machine platform, and ash-transmission system and/or slurry transporting system are additionally provided with stake machine platform.Advantage is:By causing a machine to beat Kong Houneng and directly carried out defeated grey and/or defeated slurry operation provided with ash-transmission system and/or slurry transporting system on stake machine platform, improve operating efficiency, with two kinds of piling modes, shake pile follower bar mounting stability good, vibrations pile follower bar can be called at any time, and pile driving frame physical efficiency realizes that horizontal direction is moved, and support body stability of being driven piles in moving process is good.

Description

打桩机的灌注系统Filling system for pile driver

技术领域technical field

本发明属于建筑设备技术领域,尤其是涉及一种打桩机的灌注系统。The invention belongs to the technical field of construction equipment, in particular to a pouring system of a pile driver.

背景技术Background technique

目前,建筑工地上使用的打桩机械有两种:一种的旋转打桩机,这种打桩机的结构是利用卷扬机拉起的钻杆悬挂架,通过钻杆来钻孔;另一种是冲击锤打桩机,这种打桩机的结构是利用卷扬机拉起冲击锤反复下落,提升来实现打桩,通过该两种打桩机打桩桩孔后需要向桩孔内灌注砂浆或灰,通常的做法是通过运输车,例如砂浆搅拌车将砂浆或灰运送至打桩机所处位置,然后再进行灌注等操作,该种方式耗时耗力,输送成本高,如不即使进行灌注操作,打好的桩孔易出现塌陷等风险,这样极大地影响了打桩机的作业效率和效果。At present, there are two types of piling machines used on construction sites: one is a rotary piling machine, the structure of which is a drill pipe suspension frame pulled up by a hoist, and the drill pipe is used to drill holes; the other is an impact hammer Pile driver, the structure of this kind of pile driver is to use the hoist to pull up the impact hammer to repeatedly fall and lift to realize pile driving. After the pile holes are driven by these two kinds of pile drivers, mortar or ash needs to be poured into the pile holes. Vehicles, such as mortar mixer trucks, transport the mortar or ash to the location of the pile driver, and then perform operations such as pouring. This method is time-consuming and labor-intensive, and the transportation cost is high. There are risks such as subsidence, which greatly affects the operating efficiency and effect of the pile driver.

为了解决现有技术存在的问题,人们进行了长期的探索,提出了各式各样的解决方案。例如,中国专利文献公开了一种新型多功能桩机[申请号:201520349574.X],其包括履带、底座和工作台,所述的履带横跨的安装在底座的下方,所述的工作台设置在底座的上面;所述的工作台上设有控制装置、动力机组、灌浆机构和打桩机构,所述的控制装置和打桩机构分别设置在工作台的一端;所述的打桩机构包括卷扬机、液压伸缩杆、钻杆和液压撞击装置,所述的卷扬机设置在工作台的中部,该卷扬机通过钢丝与重锤挂钩相接;所述的液压伸缩杆安装在工作台的一端,所述的钻杆安装在液压伸缩杆的顶部,所述的液压伸缩杆的顶部还设置有液压撞击装置,该液压撞击装置与钻杆相接触。上述方案在一定程度上解决了现有打桩机灌浆作业难度大的问题,但是该方案依然存在着:灌注方式单一以及打桩方式单一的问题。In order to solve the problems existing in the prior art, people have carried out long-term exploration and proposed various solutions. For example, Chinese patent literature discloses a new type of multifunctional pile driver [Application No.: 201520349574.X], which includes a crawler, a base and a workbench, the crawler is installed across the bottom of the base, and the workbench It is arranged on the base; the worktable is provided with a control device, a power unit, a grouting mechanism and a piling mechanism, and the control device and the piling mechanism are respectively arranged at one end of the workbench; the piling mechanism includes a winch, Hydraulic telescopic rod, drill rod and hydraulic impact device, the hoist is arranged in the middle of the workbench, and the hoist is connected with the weight hook through a steel wire; the hydraulic telescopic rod is installed at one end of the workbench, and the drill The rod is installed on the top of the hydraulic telescopic rod, and the top of the hydraulic telescopic rod is also provided with a hydraulic impact device, and the hydraulic impact device is in contact with the drill pipe. The above-mentioned scheme solves the problem that the grouting operation of the existing pile driver is difficult to a certain extent, but the scheme still has the problems of single grouting method and single piling method.

发明内容Contents of the invention

本发明的目的是针对上述问题,提供一种结构简单合理,能进行输灰和/或输浆作业的打桩机的灌注系统。The object of the present invention is to solve the above problems and provide a pouring system for a pile driver which has a simple and reasonable structure and can carry out ash and/or slurry delivery operations.

为达到上述目的,本发明采用了下列技术方案:本打桩机的灌注系统,包括桩机平台,其特征在于,所述的桩机平台连接有能驱动桩机平台沿水平方向横向或纵向移动的平台移动驱动机构,所述的桩机平台上设有具有钻杆打桩装置和/或震动打桩装置的打桩系统,且所述的钻杆打桩装置悬设在桩机平台的一端,在桩机平台上还设有输灰系统和/或输浆系统。In order to achieve the above object, the present invention adopts the following technical solutions: the perfusion system of the pile driver includes a pile driver platform, which is characterized in that, the pile driver platform is connected with a motor that can drive the pile driver platform to move horizontally or vertically along the horizontal direction. Platform mobile driving mechanism, the pile driver platform is provided with a piling system with a drill pipe piling device and/or a vibratory piling device, and the drill pipe piling device is suspended at one end of the pile driver platform, on the pile driver platform There is also an ash conveying system and/or a slurry conveying system.

通过在桩机平台上设有输灰系统和/或输浆系统使得桩机打完孔后能直接进行输灰和/或输浆作业,提高了作业效率,且一台打桩机具有钻杆打桩与震动打桩两种功能且能通过平台移动驱动机构来使桩机平台移动从而使下桩孔移动至钻杆钻出的钻孔处,以便切换至震动打桩,优选地,这里的钻杆打桩装置包括悬设在桩机平台一端的机架,所述的机架内设有施工通道,所述的机架上设有位于施工通道内的动力头,所述的动力头分别通过万向连接结构与若干沿机架轴向设置的钻杆体相连,在机架两侧分别设有能驱动动力头沿竖直方向升降的链条升降驱动机构,在机架上设有位于两个链条升降驱动机构之间且能使链条升降驱动机构同步工作的联动机构,其中,链条升降驱动机构包括设置在机架顶部的从动轮,所述的机架底部设有主动轮,所述的从动轮与主动轮之间绕设有输送链条,且所述的输送链条两端分别与动力头相连,且所述的主动轮连接有液压马达,机架上设有位于从动轮与主动轮之间的张紧轮,且所述的输送链条与张紧轮相连;这里的联动机构包括分别与两个钻杆升降驱动机构内的从动轮同心相连的从动伞齿轮,两个从动伞齿轮之间设有联动座,所述的联动座上穿设有联动轴,且所述的联动轴两端分别设有与从动伞齿轮相啮合的联动伞齿轮。By setting the ash conveying system and/or slurry conveying system on the pile driver platform, the pile driver can directly carry out the ash conveying and/or slurry conveying operation after the hole is drilled, which improves the operation efficiency, and a pile driver has a drill pipe for piling It has two functions with vibratory piling and can move the platform of the pile driver through the platform moving driving mechanism so that the lower pile hole can be moved to the drill hole drilled by the drill pipe so as to switch to vibratory piling. Preferably, the drill pipe piling device here It includes a frame suspended at one end of the pile driver platform, the frame is provided with a construction channel, and the frame is provided with a power head located in the construction channel, and the power head is respectively connected through a universal connection structure. It is connected with a number of drill pipe bodies arranged in the axial direction of the frame. On both sides of the frame, there are chain lifting and lowering drive mechanisms that can drive the power head to rise and fall in the vertical direction. On the frame, there is a A linkage mechanism that can make the chain lifting drive mechanism work synchronously, wherein the chain lifting drive mechanism includes a driven wheel arranged on the top of the frame, and the bottom of the frame is provided with a driving wheel, and the drive wheel between the driven wheel and the driving wheel A conveying chain is arranged in between, and the two ends of the conveying chain are respectively connected with the power head, and the driving wheel is connected with a hydraulic motor, and the frame is provided with a tensioning wheel between the driven wheel and the driving wheel, And the conveying chain is connected with the tensioning wheel; the linkage mechanism here includes a driven bevel gear concentrically connected with the driven wheels in the two drill pipe lifting drive mechanisms respectively, and a linkage seat is arranged between the two driven bevel gears , the linkage seat is pierced with a linkage shaft, and the two ends of the linkage shaft are respectively provided with linkage bevel gears meshing with the driven bevel gear.

在上述的打桩机的灌注系统中,所述的输灰系统包括至少一个通过输灰安装架悬设在桩机平台外侧的灰罐,且所述的灰罐的出灰口向下设置且朝向桩机平台外侧。In the pouring system of the above-mentioned pile driver, the ash conveying system includes at least one ash tank suspended outside the pile driver platform through the ash conveying installation frame, and the ash outlet of the ash tank is set downwards and faces Outside the pile driver platform.

在上述的打桩机的灌注系统中,所述的输浆系统包括设置在一个通过输浆安装架悬设在桩机平台外侧的砂浆罐,且所述的砂浆罐的出浆口向下设置且朝向桩机平台外侧。In the pouring system of the above-mentioned pile driver, the slurry delivery system includes a mortar tank that is suspended outside the pile driver platform through a slurry delivery installation frame, and the slurry outlet of the mortar tank is set downwards and Towards the outside of the pile driver platform.

在上述的打桩机的灌注系统中,所述的砂浆罐与灰罐的数量均为一个,且分别设置在桩机平台的同一侧或不同侧。In the pouring system of the pile driver mentioned above, there is one mortar tank and one ash tank, and they are respectively arranged on the same side or different sides of the pile driver platform.

在上述的打桩机的灌注系统中,所述的震动打桩装置包括设置在桩机平台的中部的下桩孔,所述的下桩孔一侧设有沿竖直方向设置在桩机平台上的竖直挂钩架,所述的竖直挂钩架一侧设有震动送桩杆,且所述的震动送桩杆一端抵靠设置在桩机平台上,另一端通过挂钩机构与竖直挂钩架可拆卸相连,且所述的桩机平台上设有能将震动送桩杆吊装至下桩孔的起吊机构。通过竖直挂钩架将震动送桩杆可拆卸设置在桩机平台上以便随时调用,震动送桩杆安装稳定性好。In the pouring system of the above-mentioned pile driver, the vibratory piling device includes a pile-down hole arranged in the middle of the pile driver platform, and one side of the pile-down hole is provided with a hole vertically arranged on the pile driver platform. Vertical hook frame, one side of the vertical hook frame is provided with a vibrating pile rod, and one end of the vibrating pile rod is arranged against the pile driver platform, and the other end can be connected with the vertical hook frame through the hook mechanism. It is disassembled and connected, and the pile driver platform is provided with a lifting mechanism capable of hoisting the vibrating pile rod to the lower pile hole. Vibration feeding piles are detachably set on the pile driver platform through the vertical hook frame so as to be called at any time, and the vibration sending piles are installed with good stability.

在上述的打桩机的灌注系统中,所述的挂钩机构包括由竖直挂钩架上端朝向震动送桩杆一侧弯折而成的挂钩部,所述的震动送桩杆靠近竖直挂钩架一侧具有与挂钩部相对应的悬挂钩体,且所述的悬挂钩体挂设在挂钩部上;所述的挂钩部包括与竖直挂钩架垂直设置的弯折部,所述的弯折部一端连接有与竖直挂钩架平行设置的竖直部,且所述的竖直挂钩架、弯折部与竖直部连为一体式结构。即将震动送桩杆挂设在竖直挂钩架上,需要使用时通过起吊机构吊起。In the pouring system of the above-mentioned pile driver, the hook mechanism includes a hook part formed by bending the upper end of the vertical hook frame towards the side of the vibrating pile delivery rod, and the vibration pile delivery rod is close to the vertical hook frame. The side has a hanging hook body corresponding to the hook part, and the hanging hook body is hung on the hook part; the hook part includes a bending part perpendicular to the vertical hook frame, and the bending part One end is connected with a vertical part parallel to the vertical hook frame, and the vertical hook frame, the bent part and the vertical part are connected as an integral structure. The vibrating pile rod is hung on the vertical hook frame, and it is lifted by the lifting mechanism when it needs to be used.

在上述的打桩机的灌注系统中,所述的起吊机构包括具有起动臂的起动机,所述的起动臂上设有起吊钩,在震动送桩杆上端设有与起吊钩相匹配的吊装孔。In the pouring system of the above pile driver, the lifting mechanism includes a starter with a starting arm, a lifting hook is provided on the starting arm, and a lifting hole matching the lifting hook is provided at the upper end of the vibrating pile delivery rod. .

在上述的打桩机的灌注系统中,所述的桩机平台上分别设有位于下桩孔两侧的静压承台,所述的静压承台上设有静压驱动器,且所述的静压驱动器的输出杆与桩机平台相连;所述的竖直挂钩架侧部与静压承台相连,且所述的竖直挂钩架上端超出静压承台。In the pouring system of the above-mentioned pile driver, the pile driver platform is respectively provided with static pressure caps located on both sides of the lower pile hole, the static pressure caps are provided with static pressure drivers, and the The output rod of the static pressure driver is connected with the pile driver platform; the side part of the vertical hook frame is connected with the static pressure bearing platform, and the upper end of the vertical hook frame exceeds the static pressure bearing platform.

在上述的打桩机的灌注系统中,所述的平台移动驱动机构包括设置在桩机平台下方且能将桩机平台升起从而带动桩机平台横向移动的横移驱动机构以及设置在桩机平台下方且能将桩机平台升起从而带动桩机平台纵向移动的纵移驱动机构。In the pouring system of the above-mentioned pile driver, the platform moving drive mechanism includes a lateral movement drive mechanism arranged under the pile driver platform and capable of raising the pile driver platform to drive the pile driver platform to move laterally, and a horizontal movement drive mechanism arranged on the pile driver platform Below and can raise the pile driver platform to drive the longitudinal movement drive mechanism of the pile driver platform to move longitudinally.

在上述的打桩机的灌注系统中,所述的横移驱动机构包括至少两个设置在桩机平台下方且沿桩机平台横向设置的横移底座,所述的横移底座与桩机平台之间设有大船顶升机构,且所述的大船顶升机构底部设有与横移底座相连的横移行走机构;所述的纵移驱动机构包括至少两个设置在桩机平台下方且沿桩机平台纵向设置的纵移底座,所述的纵移底座与桩机平台之间设有小船顶升机构,且所述的大船顶升机构底部设有与纵移底座相连的纵移行走机构。In the pouring system of the above-mentioned pile driver, the traversing drive mechanism includes at least two traversing bases arranged below the pile driver platform and arranged laterally along the pile driver platform, the distance between the traversing base and the pile driver platform is There is a large ship jacking mechanism in between, and the bottom of the large ship jacking mechanism is provided with a traversing travel mechanism connected to the traversing base; A longitudinal movement base arranged longitudinally on the pile driver platform, a small boat jacking mechanism is provided between the longitudinal movement base and the pile driver platform, and a longitudinal movement traveling mechanism connected with the longitudinal movement base is provided at the bottom of the large ship jacking mechanism.

与现有的技术相比,本打桩机的灌注系统的优点在于:通过在桩机平台上设有输灰系统和/或输浆系统使得桩机打完孔后能直接进行输灰和/或输浆作业,提高了作业效率,具有两种打桩方式,震动送桩杆安装稳定性好,能随时调用震动送桩杆,且打桩架体能实现水平方向移动,且移动过程中打桩架体稳定性好。Compared with the existing technology, the perfusion system of the pile driver has the advantages of: by setting the ash conveying system and/or the slurry conveying system on the pile driver platform, the pile driver can directly carry out the ash conveying and/or Slurry conveying operation improves work efficiency. There are two piling methods. The installation stability of the vibrating pile delivery is good, and the vibration delivery pile can be called at any time, and the piling frame can move in the horizontal direction, and the piling frame is stable during the movement. it is good.

附图说明Description of drawings

图1为本发明的结构示意图。Fig. 1 is a structural schematic diagram of the present invention.

图2为图1中A处的放大图。Fig. 2 is an enlarged view of point A in Fig. 1 .

图3为图1中B处的放大图。Fig. 3 is an enlarged view of B in Fig. 1 .

图4为图1中C处的放大图。Fig. 4 is an enlarged view of point C in Fig. 1 .

图5为本发明的俯视图。Fig. 5 is a top view of the present invention.

图6为本发明的另一个视角的结构示意图。Fig. 6 is a structural schematic diagram of another perspective of the present invention.

图7为图6中D处的放大图。FIG. 7 is an enlarged view at point D in FIG. 6 .

图8为图6中E处的放大图。FIG. 8 is an enlarged view at point E in FIG. 6 .

图中,桩机平台1、下桩孔11、竖直挂钩架2、震动送桩杆3、挂钩机构4、挂钩部41、弯折部411、竖直部412、悬挂钩体42、起吊机构5、起动机51、起吊钩52、吊装孔53、静压承台6、静压驱动器61、钻杆打桩装置7、机架71、动力头72、钻杆体73、从动轮74、主动轮75、输送链条76、液压马达77、张紧轮78、从动伞齿轮79、联动座791、联动轴792、联动伞齿轮793、平台移动驱动机构8、横移底座81、大船顶升机构82、横移行走机构83、纵移底座84、小船顶升机构85、纵移行走机构86输灰系统9、灰罐91、输浆系统10、砂浆罐101。In the figure, the pile driver platform 1, the lower pile hole 11, the vertical hook frame 2, the vibrating pile delivery rod 3, the hook mechanism 4, the hook part 41, the bending part 411, the vertical part 412, the suspension hook body 42, and the lifting mechanism 5. Starter 51, lifting hook 52, hoisting hole 53, static pressure bearing platform 6, static pressure driver 61, drill pipe piling device 7, frame 71, power head 72, drill pipe body 73, driven wheel 74, driving wheel 75 , conveyor chain 76, hydraulic motor 77, tensioning wheel 78, driven bevel gear 79, linkage seat 791, linkage shaft 792, linkage bevel gear 793, platform moving drive mechanism 8, traverse base 81, large ship jacking mechanism 82, Traversing traveling mechanism 83, longitudinal moving base 84, boat jacking mechanism 85, longitudinal moving traveling mechanism 86 ash conveying system 9, ash tank 91, slurry conveying system 10, mortar tank 101.

具体实施方式detailed description

下面结合附图和具体实施方式对本发明做进一步详细的说明。The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.

如图1-8所示,本打桩机的灌注系统,包括桩机平台1,其特征在于,所述的桩机平台1连接有能驱动桩机平台1沿水平方向横向或纵向移动的平台移动驱动机构8,所述的桩机平台1上设有具有钻杆打桩装置7和/或震动打桩装置的打桩系统,且所述的钻杆打桩装置7悬设在桩机平台1的一端,在桩机平台上还设有输灰系统9和/或输浆系统10,通过在桩机平台1上设有输灰系统9和/或输浆系统10使得桩机打完孔后能直接进行输灰和/或输浆作业,提高了作业效率,且一台打桩机具有钻杆打桩与震动打桩两种功能,通过平台移动驱动机构8来使桩机平台1移动从而使下桩孔11移动至钻杆钻出的钻孔处,以便切换至震动打桩,优选地,这里的钻杆打桩装置7可以包括悬设在桩机平台1一端的机架71,所述的机架71内设有施工通道,所述的机架71上设有位于施工通道内的动力头72,所述的动力头72分别通过万向连接结构与若干沿机架71轴向设置的钻杆体73相连,在机架71两侧分别设有能驱动动力头72沿竖直方向升降的链条升降驱动机构,在机架71上设有位于两个链条升降驱动机构之间且能使链条升降驱动机构同步工作的联动机构,其中,链条升降驱动机构包括设置在机架71顶部的从动轮74,所述的机架71底部设有主动轮75,所述的从动轮74与主动轮75之间绕设有输送链条76,且所述的输送链条76两端分别与动力头72相连,且所述的主动轮75连接有液压马达77,机架71上设有位于从动轮74与主动轮75之间的张紧轮78,且所述的输送链条76与张紧轮78相连;这里的联动机构包括分别与两个钻杆升降驱动机构内的从动轮74同心相连的从动伞齿轮79,两个从动伞齿轮79之间设有联动座791,所述的联动座791上穿设有联动轴792,且所述的联动轴792两端分别设有与从动伞齿轮79相啮合的联动伞齿轮793。As shown in Figure 1-8, the perfusion system of the pile driver includes a pile driver platform 1, which is characterized in that the pile driver platform 1 is connected with a platform that can drive the pile driver platform 1 to move horizontally or vertically along the horizontal direction. Drive mechanism 8, described pile driver platform 1 is provided with the piling system with drill pipe piling device 7 and/or vibration piling device, and described drill pipe piling device 7 is suspended at one end of pile driver platform 1, in The pile driver platform is also provided with an ash delivery system 9 and/or a slurry delivery system 10, by being provided with an ash delivery system 9 and/or a slurry delivery system 10 on the pile driver platform 1 so that the pile driver can directly carry out the delivery after the hole has been drilled. ash and/or slurry operation, which improves the work efficiency, and a pile driver has two functions of drill pipe piling and vibration piling, and the pile driver platform 1 is moved through the platform moving driving mechanism 8 so that the lower pile hole 11 is moved to In order to switch to vibratory piling at the drill hole drilled by the drill pipe, preferably, the drill pipe piling device 7 here may include a frame 71 suspended at one end of the pile driver platform 1, and the construction device is arranged in the frame 71. channel, the frame 71 is provided with a power head 72 located in the construction channel, and the power head 72 is respectively connected to a plurality of drill pipe bodies 73 arranged axially along the frame 71 through a universal connection structure. The two sides of 71 are respectively provided with a chain lifting drive mechanism that can drive the power head 72 to move up and down in the vertical direction, and a linkage mechanism that is located between the two chain lifting drive mechanisms and can make the chain lifting drive mechanism work synchronously is provided on the frame 71 , wherein the chain lifting drive mechanism includes a driven wheel 74 arranged on the top of the frame 71, a driving wheel 75 is provided at the bottom of the frame 71, and a conveying chain 76 is wound between the driven wheel 74 and the driving wheel 75 , and the two ends of the conveying chain 76 are respectively connected with the power head 72, and the driving wheel 75 is connected with a hydraulic motor 77, and the frame 71 is provided with a tensioning wheel between the driven wheel 74 and the driving wheel 75 78, and the conveying chain 76 is connected with the tension wheel 78; the linkage mechanism here includes a driven bevel gear 79 concentrically connected with the driven wheel 74 in the two drill pipe lifting drive mechanisms, and the two driven bevel gears A linkage seat 791 is arranged between 79, and a linkage shaft 792 is pierced on the linkage seat 791, and linkage bevel gears 793 meshing with the driven bevel gear 79 are respectively provided at both ends of the linkage shaft 792.

具体地,本实施例中的输灰系统9包括至少一个通过输灰安装架悬设在桩机平台1外侧的灰罐91,且所述的灰罐91的出灰口向下设置且朝向桩机平台1外侧,其中,这里的输浆系统10包括设置在一个通过输浆安装架悬设在桩机平台1外侧的砂浆罐101,且所述的砂浆罐101的出浆口向下设置且朝向桩机平台1外侧;其中,这里的砂浆罐101与灰罐91的数量均为一个,且分别设置在桩机平台1的同一侧或不同侧。Specifically, the ash conveying system 9 in this embodiment includes at least one ash tank 91 suspended outside the pile driver platform 1 through the ash conveying installation frame, and the ash outlet of the ash tank 91 is set downward and faces the pile The outside of the pile driver platform 1, wherein the slurry delivery system 10 here includes a mortar tank 101 that is suspended on the outside of the pile driver platform 1 through a slurry delivery installation frame, and the slurry outlet of the mortar tank 101 is set downwards and Towards the outside of the pile driving platform 1; wherein, there are one mortar tank 101 and one ash tank 91 here, and they are respectively arranged on the same side or different sides of the pile driving platform 1 .

进一步地,这里的震动打桩装置包括设置在桩机平台1的中部的下桩孔11,下桩孔11一侧设有沿竖直方向设置在桩机平台1上的竖直挂钩架2,竖直挂钩架2一侧设有震动送桩杆3,且震动送桩杆3一端抵靠设置在桩机平台1上,另一端通过挂钩机构4与竖直挂钩架2可拆卸相连,且桩机平台1上设有能将震动送桩杆3吊装至下桩孔11的起吊机构5,即通过竖直挂钩架2将震动送桩杆3可拆卸设置在桩机平台1上以便随时调用,震动送桩杆3安装稳定性好。具体地,本实施例中的挂钩机构4包括由竖直挂钩架2上端朝向震动送桩杆3一侧弯折而成的挂钩部41,震动送桩杆3靠近竖直挂钩架2一侧具有与挂钩部41相对应的悬挂钩体42,且悬挂钩体42挂设在挂钩部41上,即将震动送桩杆3挂设在竖直挂钩架2上,需要使用时通过起吊机构5吊起。其中,这里的挂钩部41包括与竖直挂钩架2垂直设置的弯折部411,弯折部411一端连接有与竖直挂钩架2平行设置的竖直部412,且竖直挂钩架2、弯折部411与竖直部412连为一体式结构,优选地,这里的起吊机构5包括具有起动臂的起动机51,起动臂上设有起吊钩52,在震动送桩杆3上端设有与起吊钩52相匹配的吊装孔53,即需要使用震动送桩杆3时,可以通过起动机51将震动送桩杆3吊离挂钩部41,桩机平台1上分别设有位于下桩孔11两侧的静压承台6,静压承台6上设有静压驱动器61,且静压驱动器61的输出杆与桩机平台1相连,这样提高了震动送桩杆3安装的稳定性,且优选地,这里的竖直挂钩架2侧部与静压承台6相连,且竖直挂钩架2上端超出静压承台6。Further, the vibratory piling device here includes a lower pile hole 11 arranged in the middle of the pile driver platform 1, and one side of the lower pile hole 11 is provided with a vertical hook frame 2 arranged on the pile driver platform 1 in the vertical direction, and One side of the straight hook frame 2 is provided with a vibration sending pile rod 3, and one end of the vibration sending pile rod 3 is arranged against the pile driver platform 1, and the other end is detachably connected with the vertical hook frame 2 through the hook mechanism 4, and the pile driver The platform 1 is provided with a hoisting mechanism 5 capable of hoisting the vibration delivery pile rod 3 to the lower pile hole 11, that is, the vibration delivery pile rod 3 is detachably arranged on the pile driver platform 1 through the vertical hook frame 2 so as to be called at any time, and the vibration The installation stability of sending pile bar 3 is good. Specifically, the hook mechanism 4 in this embodiment includes a hook portion 41 bent from the upper end of the vertical hook frame 2 toward the side of the vibrating pile delivery bar 3, and the side of the vibrating pile delivery bar 3 near the vertical hook frame 2 has a The hanging hook body 42 corresponding to the hook portion 41, and the hanging hook body 42 is hung on the hook portion 41, that is, the vibration sending pile rod 3 is hung on the vertical hook frame 2, and it is lifted by the lifting mechanism 5 when it needs to be used. . Wherein, the hook portion 41 here includes a bent portion 411 vertically arranged with the vertical hook frame 2, and one end of the bent portion 411 is connected with a vertical portion 412 arranged in parallel with the vertical hook frame 2, and the vertical hook frame 2, The bending part 411 is connected with the vertical part 412 as an integrated structure. Preferably, the hoisting mechanism 5 here includes a starter 51 with a starting arm, the starting arm is provided with a lifting hook 52, and the upper end of the vibrating pile rod 3 is provided with a The hoisting hole 53 matched with the lifting hook 52, that is, when it is necessary to use the vibration to send the pile 3, the vibration to send the pile 3 can be suspended from the hook part 41 by the starter 51. 11, the static pressure bearing platform 6 on both sides, the static pressure bearing platform 6 is provided with a static pressure driver 61, and the output rod of the static pressure driver 61 is connected with the pile driver platform 1, which improves the stability of the installation of the vibration sending pile rod 3 , and preferably, the side of the vertical hook frame 2 here is connected to the static pressure bearing platform 6 , and the upper end of the vertical hook frame 2 exceeds the static pressure bearing platform 6 .

更进一步地,这里的平台移动驱动机构8包括设置在桩机平台1下方且能将桩机平台1升起从而带动桩机平台1横向移动的横移驱动机构以及设置在桩机平台1下方且能将桩机平台1升起从而带动桩机平台1纵向移动的纵移驱动机构。更具体地,这里的横移驱动机构包括至少两个设置在桩机平台1下方且沿桩机平台1横向设置的横移底座81,横移底座81与桩机平台1之间设有大船顶升机构82,且大船顶升机构82底部设有与横移底座81相连的横移行走机构83;纵移驱动机构包括至少两个设置在桩机平台1下方且沿桩机平台1纵向设置的纵移底座84,纵移底座84与桩机平台1之间设有小船顶升机构85,且大船顶升机构82底部设有与纵移底座84相连的纵移行走机构86。Furthermore, the platform moving drive mechanism 8 here includes a lateral movement drive mechanism that is arranged below the pile driver platform 1 and can raise the pile driver platform 1 so as to drive the pile driver platform 1 to move laterally, and is arranged under the pile driver platform 1 and A longitudinal movement driving mechanism capable of raising the pile driver platform 1 so as to drive the pile driver platform 1 to move longitudinally. More specifically, the traversing drive mechanism here includes at least two traversing bases 81 arranged below the pile driver platform 1 and arranged laterally along the pile driver platform 1, and a large ship roof is arranged between the traversing base 81 and the pile driver platform 1. Lifting mechanism 82, and the bottom of large ship jacking mechanism 82 is provided with traversing traveling mechanism 83 connected with traversing base 81; The vertical movement base 84 is provided with a boat jacking mechanism 85 between the longitudinal movement base 84 and the pile driver platform 1, and the bottom of the large ship jacking mechanism 82 is provided with a longitudinal movement walking mechanism 86 connected with the longitudinal movement base 84.

本文中所描述的具体实施例仅仅是对本发明精神作举例说明。本发明所属技术领域的技术人员可以对所描述的具体实施例做各种各样的修改或补充或采用类似的方式替代,但并不会偏离本发明的精神或者超越所附权利要求书所定义的范围。The specific embodiments described herein are merely illustrative of the spirit of the invention. Those skilled in the art to which the present invention belongs can make various modifications or supplements to the described specific embodiments or adopt similar methods to replace them, but they will not deviate from the spirit of the present invention or go beyond the definition of the appended claims range.

尽管本文较多地使用了桩机平台1、下桩孔11、竖直挂钩架2、震动送桩杆3、挂钩机构4、挂钩部41、弯折部411、竖直部412、悬挂钩体42、起吊机构5、起动机51、起吊钩52、吊装孔53、静压承台6、静压驱动器61、钻杆打桩装置7、机架71、动力头72、钻杆体73、从动轮74、主动轮75、输送链条76、液压马达77、张紧轮78、从动伞齿轮79、联动座791、联动轴792、联动伞齿轮793、平台移动驱动机构8、横移底座81、大船顶升机构82、横移行走机构83、纵移底座84、小船顶升机构85、纵移行走机构86输灰系统9、灰罐91、输浆系统10、砂浆罐101等术语,但并不排除使用其它术语的可能性。使用这些术语仅仅是为了更方便地描述和解释本发明的本质;把它们解释成任何一种附加的限制都是与本发明精神相违背的。Although this article has used the pile driver platform 1, the lower pile hole 11, the vertical hook frame 2, the vibration sending pile rod 3, the hook mechanism 4, the hook part 41, the bending part 411, the vertical part 412, and the suspension hook body 42. Lifting mechanism 5, starter 51, lifting hook 52, hoisting hole 53, static pressure bearing platform 6, static pressure driver 61, drill pipe piling device 7, frame 71, power head 72, drill pipe body 73, driven wheel 74 , driving wheel 75, conveying chain 76, hydraulic motor 77, tensioning wheel 78, driven bevel gear 79, linkage seat 791, linkage shaft 792, linkage bevel gear 793, platform mobile drive mechanism 8, traverse base 81, large ship top Lifting mechanism 82, traverse traveling mechanism 83, longitudinal moving base 84, boat jacking mechanism 85, longitudinal moving traveling mechanism 86 ash conveying system 9, ash tank 91, slurry conveying system 10, mortar tank 101 and other terms, but do not exclude Possibility of using other terms. These terms are used only for the purpose of describing and explaining the essence of the present invention more conveniently; interpreting them as any kind of additional limitation is against the spirit of the present invention.

Claims (8)

1. a kind of perfusion system of piling machine, including stake machine platform (1), it is characterised in that described stake machine platform (1) is connected with The platform moving drive mechanism (8) of stake machine platform (1) lateral or longitudinal movement in the horizontal direction, described stake machine platform can be driven (1) pile driving system with drilling rod piling equipment (7) and vibratory pile driving device, and described drilling rod piling equipment (7) are provided with One end of a machine platform (1) is hung on, ash-transmission system (9) and slurry transporting system (10) are additionally provided with stake machine platform;Described shake Dynamic piling equipment includes being arranged on the lower stake holes (11) at the middle part of a machine platform (1), and described lower stake holes (11) side is provided with edge Vertical direction is arranged on the vertical hook rack (2) on a machine platform (1), and described vertical hook rack (2) side is sent provided with vibrations Stake bar (3), and described vibrations pile follower bar (3) one end, against being arranged on a machine platform (1), the other end passes through hitch gear (4) detachably it is connected with vertical hook rack (2), and described stake machine platform (1) is lifted extremely provided with that can will shake pile follower bar (3) The derricking gear (5) of lower stake holes (11);Described hitch gear (4) is included by vertical hook rack (2) upper end direction vibrations pile follower The hook portion (41) of bar (3) side bending, described vibrations pile follower bar (3) close to vertical hook rack (2) side have with The corresponding suspension coupler body (42) of hook portion (41), and described suspension coupler body (42) is hung in hook portion (41);Described Hook portion (41) includes and vertical hook rack (2) vertically disposed kink (411), described kink (411) one end connection Have a vertical portion (412) being be arranged in parallel with vertical hook rack (2), and described vertical hook rack (2), kink (411) with it is perpendicular Straight portion (412) is connected as a single entity structure.
2. the perfusion system of piling machine according to claim 1, it is characterised in that described ash-transmission system (9) is included extremely Lack an ash can (91) being hung on by defeated grey mounting bracket on the outside of a machine platform (1), and the ash hole of described ash can (91) It is down-set and towards on the outside of stake machine platform (1).
3. the perfusion system of piling machine according to claim 2, it is characterised in that described slurry transporting system (10) includes setting Put in a mortar jar (101) being hung on by defeated slurry mounting bracket on the outside of a machine platform (1), and described mortar jar (101) Grout outlet it is down-set and towards on the outside of stake machine platform (1).
4. the perfusion system of piling machine according to claim 3, it is characterised in that described mortar jar (101) and ash can (91) quantity is one, and is separately positioned on the same side of a machine platform (1) or not homonymy.
5. the perfusion system of the piling machine according to claim 1 or 2 or 3 or 4, it is characterised in that described derricking gear (5) starter (51) with actuating arm is included, described actuating arm is provided with hook (52), on vibrations pile follower bar (3) End is provided with the hole for hoist (53) matched with hook (52).
6. the perfusion system of piling machine according to claim 5, it is characterised in that on described stake machine platform (1) respectively Provided with the static pressure cushion cap (6) positioned at lower stake holes (11) both sides, described static pressure cushion cap (6) is provided with hydrostatic drive (61), and The take-off lever of described hydrostatic drive (61) is connected with stake machine platform (1);Described vertical hook rack (2) sidepiece is held with static pressure Platform (6) is connected, and described vertical hook rack (2) upper end exceeds static pressure cushion cap (6).
7. the perfusion system of piling machine according to claim 6, it is characterised in that described platform moving drive mechanism (8) include being arranged on below a machine platform (1) and stake machine platform (1) can be risen to drive a machine platform (1) transverse shifting Traversing driving device and be arranged on below a machine platform (1) and stake machine platform (1) can be risen to drive a machine platform (1) vertical shift driving mechanism vertically moved.
8. the perfusion system of piling machine according to claim 7, it is characterised in that described traversing driving device is included extremely Few two are arranged on a machine platform (1) lower section and the traversing base (81) laterally set along stake machine platform (1), described traversing bottom Big ship lifting body (82) is provided between seat (81) and stake machine platform (1), and described big ship lifting body (82) bottom is provided with The traversing walking mechanism (83) being connected with traversing base (81);Described vertical shift driving mechanism is arranged on a machine including at least two Below platform (1) and along the longitudinally disposed vertical shift base (84) of stake machine platform (1), described vertical shift base (84) and stake machine platform (1) canoe lifting body (85) is provided between, and described big ship lifting body (82) bottom is provided with and vertical shift base (84) phase Vertical shift walking mechanism (86) even.
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Publication number Priority date Publication date Assignee Title
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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3705634A (en) * 1969-08-14 1972-12-12 Antonio Casagrande Universal machine for foundations
CN2632150Y (en) * 2003-06-02 2004-08-11 彭志明 Hydraulic vibration pile press
CN2760115Y (en) * 2004-12-10 2006-02-22 湖北毅力机械有限公司 Multifunctional pile driver capable of pressing, hammering, drilling, and vibrating
CN201209250Y (en) * 2008-03-13 2009-03-18 刘松玉 Bidirectional stirring pile machine
JP2009243057A (en) * 2008-03-28 2009-10-22 Aomi Construction Co Ltd Sand compaction pile method
CN104912075A (en) * 2015-05-25 2015-09-16 广西华南岩土工程有限公司 Hydraulic static piling machine
CN105002908A (en) * 2015-07-31 2015-10-28 周兆弟 Comprehensive pile driver
CN105040698A (en) * 2015-07-31 2015-11-11 周兆弟 Piling drive mechanism of comprehensive pile driver
CN204940253U (en) * 2015-05-27 2016-01-06 杜少佳 A kind of Multifunction stake machine
CN205604230U (en) * 2016-01-30 2016-09-28 周兆弟 System of filling of pile driver

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3705634A (en) * 1969-08-14 1972-12-12 Antonio Casagrande Universal machine for foundations
CN2632150Y (en) * 2003-06-02 2004-08-11 彭志明 Hydraulic vibration pile press
CN2760115Y (en) * 2004-12-10 2006-02-22 湖北毅力机械有限公司 Multifunctional pile driver capable of pressing, hammering, drilling, and vibrating
CN201209250Y (en) * 2008-03-13 2009-03-18 刘松玉 Bidirectional stirring pile machine
JP2009243057A (en) * 2008-03-28 2009-10-22 Aomi Construction Co Ltd Sand compaction pile method
CN104912075A (en) * 2015-05-25 2015-09-16 广西华南岩土工程有限公司 Hydraulic static piling machine
CN204940253U (en) * 2015-05-27 2016-01-06 杜少佳 A kind of Multifunction stake machine
CN105002908A (en) * 2015-07-31 2015-10-28 周兆弟 Comprehensive pile driver
CN105040698A (en) * 2015-07-31 2015-11-11 周兆弟 Piling drive mechanism of comprehensive pile driver
CN205604230U (en) * 2016-01-30 2016-09-28 周兆弟 System of filling of pile driver

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