摘要：【中文】本发明公开了一种PHC管桩内钻引孔锤击一体机，包括主机平台、塔架、移动机构、引孔机构、锤击机构、第一伸缩斜撑杆、第二伸缩斜撑杆，塔架的下端与主机平台的前端铰接，第一伸缩斜撑杆、第二伸缩斜撑杆的上端、下端分别与塔架两侧的中部、主机平台两侧的后端铰接，锤击机构与塔架的前侧面竖向滑动连接，塔架的内部中空，并形成竖向滑腔，引孔机构安装在竖向滑腔内，并与其竖向滑动连接，吊装机构安装在塔架侧面的中部。该PHC管桩内钻引孔锤击一体机利用两根伸缩斜撑杆的伸缩控制，实现对具有设定倾斜角度的PHC管桩的精确施工；将锤击与引孔一体式设计，使施工过程中引孔与锤击保持较高的同一倾斜度，同时节省施工场地，提高施工效率、质量及安全性。 【EN】The invention discloses a PHC pipe pile internal drilling and hole guiding hammering integrated machine which comprises a host platform, a tower frame, a moving mechanism, a hole guiding mechanism, a hammering mechanism, a first telescopic inclined support rod and a second telescopic inclined support rod, wherein the lower end of the tower frame is hinged with the front end of the host platform, the upper ends and the lower ends of the first telescopic inclined support rod and the second telescopic inclined support rod are respectively hinged with the middle parts of two sides of the tower frame and the rear ends of two sides of the host platform, the hammering mechanism is vertically and slidably connected with the front side surface of the tower frame, the inside of the tower frame is hollow and forms a vertical sliding cavity, the hole guiding mechanism is installed in the vertical sliding cavity and is vertically and slidably connected with the hole guiding mechanism, and a hoisting mechanism is installed. The drilling, guiding and hammering integrated machine for the PHC tubular pile realizes accurate construction of the PHC tubular pile with a set inclination angle by utilizing the telescopic control of the two telescopic inclined support rods; with hammering and the design of draw hole integral type, make the work progress in draw hole and the higher same gradient of hammering keep, save the construction site simultaneously, improve efficiency of construction, quality and security.

摘要：【中文】本发明公开了一种大直径PHC管桩引孔的钻杆钻进导向方法，其包括以下步骤：桩机就位，导向器选择，导向器安装，钻杆就位，螺旋钻具下放，导向引孔，该钻杆的导向方法通过在钻杆上设导向器，利用导向器在PHC管桩的桩孔内周向支撑导向，避免长钻杆在较大长径比的情况下，因刚性不足引起的下端自垂弯曲，保证在倾斜PHC管桩施工中，长钻杆钻取斜孔的直线度。本发明该公开了实施该方法的大直径PHC管桩引孔的钻杆，其通过在伸缩杆的内层杆上设导向器，利用导向器周向支撑在PHC管桩的桩孔内导向，实现长钻杆钻取的斜孔具有良好的直线度。可广泛应用于PHC管桩直桩及斜桩的施工。 【EN】The invention discloses a drill rod drilling guiding method for large-diameter PHC pipe pile leading holes, which comprises the following steps of: the method comprises the steps of placing a pile machine in place, selecting a guider, installing the guider, placing a drill rod in place, placing a spiral drilling tool down, and guiding a guide hole. The invention discloses a drill rod for guiding a hole of a large-diameter PHC tubular pile, which implements the method. The method can be widely applied to the construction of PHC tubular pile vertical piles and inclined piles.

摘要：【中文】本发明公开了一种大直径PHC预制管桩施工方法，其包括以下步骤：桩机就位，倾斜角度调整，大直径PHC预制管桩上桩，软土层锤击送桩，引孔对位，内钻引孔，锤击对位，硬土层锤击送桩。本发明该公开了实施该方法的打桩设备。本发明对地基软土层桩基施工采用锤击的方式，将大直径PHC管桩沉入软土层，保证了桩基上部与软土层的侧摩阻力，提高桩基承载力；对地基硬土层采用先引孔后锤击的方式，解决了硬土层对大直径PHC管桩的土塞效应，使大直径PHC管桩顺利沉入硬土层，通过调整塔架倾斜角度，从而准确控制大直径PHC管桩的倾斜角度，实现对具有设定倾斜角度的大直径PHC管桩的精确、高效率施工。 【EN】The invention discloses a construction method of a large-diameter PHC precast tubular pile, which comprises the following steps: the pile driver takes place, the inclination angle is adjusted, the large-diameter PHC prefabricated pipe pile is put into place, the soft soil layer is hammered and sent, the guide hole is aligned, the guide hole is drilled in the pile driver, the pile driver is hammered and aligned, and the hard soil layer is hammered and sent. The invention discloses a piling device for implementing the method. The invention adopts a hammering mode for the construction of the foundation soft soil layer pile foundation, and the large-diameter PHC pipe pile is sunk into the soft soil layer, thereby ensuring the side friction between the upper part of the pile foundation and the soft soil layer and improving the bearing capacity of the pile foundation; the mode of firstly guiding holes and then hammering the hard soil layer of the foundation is adopted, the soil plug effect of the hard soil layer on the large-diameter PHC tubular pile is solved, the large-diameter PHC tubular pile smoothly sinks into the hard soil layer, the inclination angle of the large-diameter PHC tubular pile is accurately controlled by adjusting the inclination angle of the tower, and accurate and efficient construction of the large-diameter PHC tubular pile with the set inclination angle is realized.

摘要：【中文】本发明公开了一种立柱伸缩作业方法，其包括：设置伸缩配重块总成，所述伸缩配重块总成与立柱总成、立柱支撑总成以及立柱伸缩臂总成处于同一水平线上设置，且将伸缩配重块总成连接在履带式打桩机本体的后端；当立柱伸缩臂总成将立柱支撑总成和立柱总成一同从履带式打桩机本体起初位置上向外水平伸出后实施打桩作业，伸缩配重块总成也相对的反方向向外水平伸出，使履带式打桩机本体前后端重心保持平衡。本发明还公开了一种立柱伸缩履带式打桩机。本发明通过对作业方法与设备的同步改进，使立柱总成可在离开打桩机本体较远距离下施工，实现复杂危险地形环境下的打桩施工。 【EN】The invention discloses a column telescopic operation method, which comprises the following steps: arranging a telescopic balancing weight assembly, wherein the telescopic balancing weight assembly, the upright post support assembly and the upright post telescopic arm assembly are arranged on the same horizontal line, and the telescopic balancing weight assembly is connected to the rear end of the crawler-type pile driver body; when the upright post telescopic arm assembly extends the upright post support assembly and the upright post assembly outwards and horizontally from the initial position of the crawler pile driver body together, the piling operation is carried out, and the telescopic counterweight assembly also extends outwards and horizontally in the opposite direction, so that the center of gravity of the front end and the rear end of the crawler pile driver body are kept balanced. The invention also discloses a crawler-type pile driver with the telescopic stand column. According to the invention, through synchronous improvement of the operation method and the equipment, the upright post assembly can be constructed at a longer distance from the pile driver body, so that pile driving construction in a complex dangerous terrain environment is realized.

摘要：【中文】本发明公开了一种履带式打桩机立柱折叠方法，包括以下步骤：(1)在上下立柱之间设置一立柱内折叠装置，上、下立柱通过立柱内折叠装置相互连接；(2)上、下立柱在初始状态时为折叠状态；立柱内折叠装置第一油缸以及第二油缸全部伸出，三角架位于立柱外侧；(3)启动立柱内折叠装置，与上立柱连接的第一油缸以及与下立柱连接的第二油缸启动开始缩回；第一油缸沿上立柱外侧方向运动，推动三角架以及上立柱向下立柱方向转动；第二油缸沿下立柱内侧方向运动，拉动三角架以及上立柱向下立柱方向转动；(4)当上立柱与下立柱相互接驳时，立柱锁紧机构将上下立柱相互固定，油缸全部缩回。本发明还公开了实施上述方法的履带式打桩机内立柱折叠装置。 【EN】The invention discloses a method for folding an upright post of a crawler-type pile driver, which comprises the following steps: (1) an inner column folding device is arranged between the upper and lower columns, and the upper and lower columns are connected with each other through the inner column folding device; (2) the upper and lower upright posts are in folded state in the initial state; the first oil cylinder and the second oil cylinder of the folding device in the upright post extend out completely, and the tripod is positioned on the outer side of the upright post; (3) starting an inner folding device of the upright column, starting a first oil cylinder connected with the upper upright column and a second oil cylinder connected with the lower upright column to retract; the first oil cylinder moves along the outer side direction of the upper upright post to push the triangular support and the upper upright post to rotate towards the lower upright post; the second oil cylinder moves along the inner side direction of the lower upright post and pulls the triangular frame and the upper upright post to rotate towards the lower upright post; (4) when the upper upright post and the lower upright post are mutually connected, the upper upright post and the lower upright post are mutually fixed by the upright post locking mechanism, and the oil cylinder is completely retracted. The invention also discloses an upright post folding device in the crawler-type pile driver for implementing the method.

摘要：【中文】本发明公开了一种履带式打桩机可调式配重调节方法，包括以下步骤：(1)设置动态配重调节装置；(2)设置立柱伸缩总成；(3)设置PLC控制系统；(4)履带式打桩机启动后进行自检：(5)履带式打桩机进入工作状态，系统控制配重调节装置进行重心预调整；(6)重心预调整后，系统控制立柱伸缩总成带动立柱伸出预设距离；(7)立柱伸出时，控制配重调节装置的位移和重量，保持系统动态重心；(8)立柱到达预设位置，停止配重调节，进行打桩施工。本发明还公开了实施上述方法的配重调节装置。通过对方法及装置的同步改进设计，以满足立柱大幅伸出本体0.6‑2米时的重心动态平衡调节，提高施工的精准度和确保设备施工安全。 【EN】The invention discloses an adjustable counterweight adjusting method for a crawler-type pile driver, which comprises the following steps: (1) setting a dynamic balance weight adjusting device; (2) arranging a stand column telescopic assembly; (3) setting a PLC control system; (4) the crawler-type pile driver carries out self-checking after starting: (5) when the crawler-type pile driver enters a working state, the system controls the counterweight adjusting device to pre-adjust the gravity center; (6) after the gravity center is pre-adjusted, the system controls the upright post telescopic assembly to drive the upright post to extend out of a preset distance; (7) when the upright post extends out, the displacement and the weight of the counterweight adjusting device are controlled, and the dynamic gravity center of the system is kept; (8) and (5) stopping the balance weight adjustment when the stand column reaches the preset position, and performing piling construction. The invention also discloses a counterweight adjusting device for implementing the method. Through the synchronous improvement design of the method and the device, the dynamic balance adjustment of the gravity center of the upright post when the upright post greatly extends out of the body by 0.6-2 meters is met, the construction accuracy is improved, and the construction safety of equipment is ensured.

摘要：【中文】本发明公开了一种履带式打桩机的立柱辅助起架方法，首先利用辅助起架机构对立柱支撑总成做起架姿态，通过辅助起架推臂托架推动之下，使立柱支撑总成由原来水平状态推向至立柱支撑总成与履带式打桩机平台呈设定夹角的位置上；然后转由主立柱起架机构对立柱支撑总成做后段起架姿态，两者协同作用之下使得立柱支撑总成完全架起到使用状态位置上。通过两者协同作用力之下，减轻各自油缸功率同时提高起架速度、立柱的稳定性。本发明还公开了一种设有立柱辅助起架装置及采用该装置的履带式打桩机。本发明重点通过对起架方法、装置和打桩机结构的同步改进，实现对设备及操控步骤的优化，并扩大了其应用范围。 【EN】The invention discloses an auxiliary stand column lifting method of a crawler pile driver, which comprises the steps of firstly utilizing an auxiliary lifting mechanism to lift a stand column support assembly, and pushing the stand column support assembly to a position where the stand column support assembly and a crawler pile driver platform form a set included angle from an original horizontal state under the pushing of an auxiliary lifting push arm bracket; then the main upright post erecting mechanism is used for erecting the rear section of the upright post supporting assembly, and the upright post supporting assembly is completely erected to be in the use state under the synergistic effect of the main upright post erecting mechanism and the upright post supporting assembly. Under the cooperative action of the two components, the power of the oil cylinders is reduced, and the lifting speed and the stability of the upright are improved. The invention also discloses an auxiliary lifting device with the stand column and a crawler-type pile driver adopting the auxiliary lifting device. The invention realizes the optimization of equipment and control steps by synchronously improving the erecting method and device and the pile driver structure, and expands the application range.

摘要：【中文】本发明公开了一种悬空自支撑式打桩方法及打桩机，其包括以下步骤：前伸第一主梁、第二主梁，使前端支撑联系梁悬空于待施工桩基的上方；将待施工预制桩水平安装在立柱塔架的前侧面上，并相固定；启动变幅卷扬机，拉近第一滑轮与第二滑轮之间的距离，实现立柱塔架的变幅；当立柱塔架变幅到达预定变幅角度时，变幅伸缩油缸伸长，第二滑动支座通过活动插销与变幅油缸固定座转动连接；变幅伸缩油缸收缩，使立柱塔架升至与待施工桩基相对应的预定角度。本发明重点是利用原有的架桥机构针对重型超长预制桩进行悬空打桩进行了工艺与设备的协同设计，同时进行了架桥机与打桩机的结构协同设计，无需在前端提供支撑位，节约施工成本，提高工程进度。 【EN】The invention discloses a suspension self-supporting type piling method and a pile driver, which comprise the following steps: the first main beam and the second main beam are extended forwards, so that the front end supporting connecting beam is suspended above the pile foundation to be constructed; horizontally mounting the precast pile to be constructed on the front side surface of the upright tower and fixing the precast pile to be constructed; starting the amplitude-variable winch to draw the distance between the first pulley and the second pulley to realize amplitude variation of the upright tower; when the amplitude of the tower frame of the upright post reaches a preset amplitude angle, the amplitude-variable telescopic oil cylinder extends, and the second sliding support is rotatably connected with the amplitude-variable oil cylinder fixing seat through a movable bolt; and the amplitude-variable telescopic oil cylinder contracts to enable the upright post tower to rise to a preset angle corresponding to the pile foundation to be constructed. The key point of the invention is that the prior bridge erecting mechanism is utilized to carry out suspended pile driving on the heavy super-long precast pile, the process and equipment are cooperatively designed, and the structural cooperation design of the bridge erecting machine and the pile driving machine is simultaneously carried out, so that a support position is not required to be provided at the front end, the construction cost is saved, and the project progress is improved.

摘要：【中文】本发明公开了一种联排斜桩打桩施工方法及实施该方法的变幅式静力压桩机，该施工方法包括以下步骤：桩机就位，桩机摆放调试，桩机水平校准，压桩位置校准，压桩倾斜度校准，吊装喂桩，压桩，下一个待施工斜边桩施工。该施工方法每调平移动一次桩机能够完成同一联排的多个斜边桩，每个联排的多个斜边桩的施工作业仅需移位而无需多次移机及调平桩机，提高施工效率，节约成本；该变幅式静力压桩机通过长船提高横移距离，实现每移动调平一次桩机，仅需对液压压桩机构的移位，即能完成同一联排的多个斜边桩，提高施工速度。 【EN】The invention discloses a piling construction method of a tandem inclined pile and an amplitude-variable static pile press for implementing the method, wherein the construction method comprises the following steps: the pile machine takes place, the pile machine is put and debugged, the pile machine level is calibrated, the pile pressing position is calibrated, the pile pressing gradient is calibrated, the pile is hoisted and fed, the pile is pressed, and the next bevel edge pile to be constructed is constructed. According to the construction method, the pile machine can finish a plurality of oblique side piles in the same row when the pile machine is leveled and moved once, the construction operation of the plurality of oblique side piles in each row only needs to be shifted without moving the machine and leveling the pile machine for multiple times, the construction efficiency is improved, and the cost is saved; the variable-amplitude static pile press improves the transverse moving distance through the long ship, realizes that the pile press can finish a plurality of inclined side piles in the same row by only shifting the hydraulic pile press mechanism every time the pile press is moved and leveled, and improves the construction speed.

摘要：【中文】本发明公开了一种矫直精整设备激光测矩板形控制系统，涉及铝业拉伸弯曲矫直设备制造技术领域。包括矫直装置，所述矫直装置设有供板材运行的通道，在所述通道的入口的上方设有入口激光测距仪，在所述入口激光测距仪的一侧设有计算机，所述入口激光测距仪与所述计算机连接。本发明可以解决现有技术存在导致调整板形段板材长度较长，成品率较低的问题。 【EN】The invention discloses a laser moment-measuring plate shape control system of straightening and finishing equipment, and relates to the technical field of manufacturing of stretching, bending and straightening equipment in the aluminum industry. The device comprises a straightening device, wherein the straightening device is provided with a channel for a plate to run, an inlet laser range finder is arranged above an inlet of the channel, a computer is arranged on one side of the inlet laser range finder, and the inlet laser range finder is connected with the computer. The invention can solve the problems of longer length of the plate-shaped section adjusting plate and lower yield in the prior art.