Pile sinking and piling system and pile sinking and piling construction method using same
阅读说明:本技术 一种沉桩和打桩系统及使用该系统的沉桩和打桩施工方法 (Pile sinking and piling system and pile sinking and piling construction method using same ) 是由 陆军 麦志辉 吴平平 李光远 张静波 马振军 邓达紘 陈�峰 吴韩 徐天殷 刘会 于 2020-05-26 设计创作,主要内容包括:本发明一种沉桩和打桩系统及使用该系统的沉桩和打桩施工方法,沉桩和打桩系统包括抱桩装置、频率传感器、PLC控制器、液压控制端和锤芯,频率传感器用于检测桩腿的振动频率并将数据发送给PLC控制器;PLC控制器用于接收数据并分析,且根据分析结果发送控制信号至液压控制端;液压控制端用于控制锤芯;沉桩和打桩施工方法则使用该系统。本发明仅采用了锤芯即可对桩腿进行沉桩作业和打桩作业,从而省去了使用振动锤,简化了工作步骤,提高了工作效率;频率传感器可以更好地对沉桩作业和打桩作业的进行监测,及时发现问题,方便工作人员对故障问题进行排查,从而保障了沉桩作业和打桩作业的顺利进行,且降低了施工过程中存在的风险。(The invention relates to a pile sinking and piling system and a pile sinking and piling construction method using the same, wherein the pile sinking and piling system comprises a pile embracing device, a frequency sensor, a PLC (programmable logic controller), a hydraulic control end and a hammer core, wherein the frequency sensor is used for detecting the vibration frequency of a pile leg and sending data to the PLC; the PLC is used for receiving and analyzing the data and sending a control signal to the hydraulic control end according to the analysis result; the hydraulic control end is used for controlling the hammer core; pile sinking and piling construction methods use the system. The pile sinking operation and the pile driving operation can be carried out on the pile leg only by adopting the hammer core, so that a vibration hammer is omitted, the working steps are simplified, and the working efficiency is improved; the frequency sensor can better monitor pile sinking operation and pile driving operation, find problems in time and facilitate the troubleshooting of working personnel, thereby ensuring the smooth operation of pile sinking operation and pile driving operation and reducing the risk in the construction process.)
1. A pile sinking and driving system, characterized by: the pile gripper comprises a pile holding device, a frequency sensor, a PLC (programmable logic controller), a hydraulic control end and a hammer core;
the pile embracing device is sleeved on the pile leg;
the frequency sensor is arranged on the pile embracing device and connected with the PLC through a data wire harness, and the frequency sensor is used for detecting the vibration frequency of the pile leg and sending data to the PLC;
the PLC is connected with the hydraulic control end through a data wire harness and is used for receiving and analyzing data sent by the frequency sensor and sending a control signal to the hydraulic control end according to an analysis result;
the hydraulic control end is used for controlling and adjusting the piling action and frequency of the hammer core.
2. A pile sinking and driving system according to claim 1, wherein: still including setting up distance sensor on the pile embracing device, distance sensor with the PLC controller passes through the data pencil and connects, distance sensor is used for detecting the horizontal position distance of spud leg and with data transmission to the PLC controller.
3. A pile sinking and driving system according to claim 1, wherein: the pile embracing device comprises a pile sleeve and a pile embracing device, wherein the pile embracing device comprises a thread adjusting rod and a locking part;
the pile sleeve is sleeved on the pile leg, and a threaded hole is formed in the side wall of the pile sleeve;
the locking portion is arranged at one end of the thread adjusting rod, the thread adjusting rod can rotate relative to the locking portion, the locking portion is located in the pile sleeve and abutted to the pile leg, and the thread adjusting rod penetrates through the side wall of the pile sleeve and is in threaded connection with the threaded hole.
4. A pile sinking and driving system according to claim 3, wherein: one end of the locking part, which is abutted against the pile leg, is provided with inverted teeth.
5. A pile sinking and driving system according to claim 3, wherein: the pile embracing device is provided with a plurality of pile embracing devices, and the pile embracing devices are arranged around the circumference direction of the pile sleeve in an evenly distributed mode.
6. A pile sinking and driving system according to claim 1, wherein: the pile driving hammer comprises a pile holding device, a pile driving hammer body and a pile driving hammer body, wherein the pile driving hammer body is arranged above the pile holding device and comprises a hammer shell, a secondary driving device, a damping device and a hammer base; the shock absorption device is arranged in the hammer base, and the shock absorption device and the hammer base are sleeved on the replacing hammer; the replacement pile is positioned right above the pile leg; the hammer base is located right above the pile embracing device and right below the hammer shell.
7. A pile sinking and driving system according to claim 6, wherein: the damping device comprises a damping ring and a hydraulic damper, the damping ring is provided with a mounting hole along the striking direction of the hammer core, and the hydraulic damper is arranged in the mounting hole.
8. The pile sinking and piling construction method is characterized in that: use of a pile sinking and driving system according to claim 2, comprising the steps of:
the method comprises the following steps: the hydraulic control end controls the hammer core to carry out pile sinking operation on the pile leg;
step two: the frequency sensor detects the vibration frequency of the pile leg in the pile sinking operation in real time and transmits data to the PLC;
step three: the PLC receives and analyzes data sent by the frequency sensor, and if the frequency waveform is abnormal, a control signal is sent to the hydraulic control end, so that the hydraulic control end controls the hammer core to stop pile sinking operation;
step four: and if the frequency waveform becomes small and stable, the hydraulic control end controls the hammer core to carry out piling operation.
9. The pile sinking and driving construction method according to claim 7, wherein: in the pile sinking operation and pile driving operation processes, the distance sensor detects the horizontal position distance of the pile leg in real time and sends data to the PLC; and the PLC analyzes the data sent by the distance sensor, and if the data are abnormal, sends a control signal to the hydraulic control end to control the hammer core to stop working.
10. The pile sinking and driving construction method according to claim 7, wherein: in the piling operation process, the frequency sensor detects the vibration frequency of the pile leg in the piling operation in real time and transmits data to the PLC; and the PLC receives and analyzes the data sent by the frequency sensor, and sends a control signal to the hydraulic control end if the frequency waveform is abnormal, so that the hydraulic control end controls the hammer core to stop piling operation.
Technical Field
The invention relates to the technical field of pile driving and pile sinking construction, in particular to a pile sinking and piling system and a pile sinking and piling construction method using the same.
Background
In construction work such as marine work, it is generally necessary to drive the pile legs into the ground in order to make the foundation of the building strong. In the prior art, a hydraulic pile driving hammer is generally used for driving the pile leg, but before pile driving operation, a vibration hammer is also used for sinking the pile leg. In pile sinking operation, a vibration hammer is usually adopted, and the pile leg is sunk to a certain depth through the low-frequency vibration of the vibration hammer, so that an initial fixing effect is realized on the pile leg. When the pile leg is sunk into the soil to a certain depth, the hydraulic pile hammer is used for piling the pile leg, so that the pile leg is sunk to the specified depth. In the prior art, the steps of pile sinking and piling are complicated, and the working efficiency is low; and the working conditions during pile sinking and piling are not well monitored.
Disclosure of Invention
The invention aims to provide a pile sinking and piling system and a pile sinking and piling construction method using the same, which aim to solve the technical problems that the steps of pile sinking and piling operation are complicated, the working efficiency is low and the working state in the pile sinking and piling process is not well monitored in the prior art.
In order to achieve the purpose, the invention provides a pile sinking and piling system, which comprises a pile embracing device, a frequency sensor, a PLC (programmable logic controller), a hydraulic control end and a hammer core, wherein the pile embracing device comprises a pile driving device, a pile driving device and a pile driving device;
the pile embracing device is sleeved on the pile leg;
the frequency sensor is arranged on the pile embracing device and connected with the PLC through a data wire harness, and the frequency sensor is used for detecting the vibration frequency of the pile leg and sending data to the PLC;
the PLC is connected with the hydraulic control end through a data wire harness and is used for receiving and analyzing data sent by the frequency sensor and sending a control signal to the hydraulic control end according to an analysis result;
the hydraulic control end is used for controlling and adjusting the piling action and frequency of the hammer core.
Preferably, still including setting up distance sensor on the pile embracing device, distance sensor with the PLC controller passes through data pencil and connects, distance sensor is used for detecting the horizontal position distance of spud leg and with data transmission to the PLC controller.
Preferably, the pile embracing device comprises a pile sleeve and a pile embracing device, wherein the pile embracing device comprises a thread adjusting rod and a locking part;
the pile sleeve is sleeved on the pile leg, and a threaded hole is formed in the side wall of the pile sleeve;
the locking portion is arranged at one end of the thread adjusting rod, the thread adjusting rod can rotate relative to the locking portion, the locking portion is located in the pile sleeve and abutted to the pile leg, and the thread adjusting rod penetrates through the side wall of the pile sleeve and is in threaded connection with the threaded hole.
Preferably, one end of the locking part, which is abutted against the pile leg, is provided with inverted teeth.
Preferably, the pile embracing device is provided with a plurality of pile embracing devices, and a plurality of pile embracing devices are arranged around the circumferential direction of the pile sleeve in an evenly distributed manner.
Preferably, the pile driving hammer further comprises a pile driving hammer body arranged above the pile embracing device, wherein the pile driving hammer body comprises a hammer shell, a secondary driving device, a damping device and a hammer base; the shock absorption device is arranged in the hammer base, and the shock absorption device and the hammer base are sleeved on the replacing hammer; the replacement pile is positioned right above the pile leg; the hammer base is located right above the pile embracing device and right below the hammer shell.
Preferably, the damping device comprises a damping ring and a hydraulic damper, the damping ring is provided with a mounting hole along the striking direction of the hammer core, and the hydraulic damper is arranged in the mounting hole.
To achieve the above object, the present invention also provides a pile sinking and driving construction method using the pile sinking and driving system as described above, comprising the steps of:
the method comprises the following steps: the hydraulic control end controls the hammer core to carry out pile sinking operation on the pile leg;
step two: the frequency sensor detects the vibration frequency of the pile leg in the pile sinking operation in real time and transmits data to the PLC;
step three: the PLC receives and analyzes data sent by the frequency sensor, and if the frequency waveform is abnormal, a control signal is sent to the hydraulic control end, so that the hydraulic control end controls the hammer core to stop pile sinking operation;
step four: and if the frequency waveform becomes small and stable, the hydraulic control end controls the hammer core to carry out piling operation.
Preferably, in the pile sinking operation and pile driving operation processes, the distance sensor detects the horizontal position distance of the pile leg in real time and sends data to the PLC; and the PLC analyzes the data sent by the distance sensor, and if the data are abnormal, sends a control signal to the hydraulic control end to control the hammer core to stop working.
Preferably, in the piling operation process, the frequency sensor detects the vibration frequency of the pile leg in the piling operation in real time and transmits data to the PLC controller; and the PLC receives and analyzes the data sent by the frequency sensor, and sends a control signal to the hydraulic control end if the frequency waveform is abnormal, so that the hydraulic control end controls the hammer core to stop piling operation.
The invention relates to a pile sinking and piling system and a pile sinking and piling construction method using the same, which have the following beneficial effects:
1. according to the technical scheme, pile sinking operation and pile driving operation can be carried out on the pile leg only by adopting the hammer core, so that a vibration hammer is omitted, the working steps are simplified, and the working efficiency is improved; the hammer core gives consideration to pile sinking and piling operation, and the maximization of the function is realized.
2. Set up frequency sensor with distance sensor can monitor pile sinking operation and pile driving operation better, and the problem is in time discovered, makes things convenient for the staff to investigate the trouble problem to guarantee going on smoothly of pile sinking operation and pile driving operation, and reduced the risk that exists in the work progress.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
FIG. 1 is a schematic diagram of the frame construction of the pile sinking and driving system of the present invention;
FIG. 2 is a schematic diagram of the pile sinking and driving system of the present invention;
FIG. 3 is a schematic cross-sectional view of the pile hammer body of the present invention;
fig. 4 is a schematic cross-sectional view of the pile embracing device assembled with a pile leg according to the present invention;
FIG. 5 is a schematic view of a pile gripper according to the present invention;
FIG. 6 is a schematic cross-sectional view of the pile driving hammer body of the present invention with the hammer housing removed;
FIG. 7 is an exploded view of the body of the pile hammer of the present invention;
FIG. 8 illustrates a first step of the pile sinking and piling method of the present invention;
fig. 9 shows the second step of the pile sinking and piling method of the present invention.
The reference numbers illustrate:
reference numerals
Name (R)
Reference numerals
Name (R)
1
Pile embracing device
5
Hammer core
11
6
Pile leg
111
Threaded
7
Distance sensor
12
Pile gripper
8
121
Screw
81
122
82
Tibet for replacing
1221
Inverted
83
Shock-absorbing
2
831
Shock-absorbing
3
8311
4
832
Hydraulic shock absorber
84
Hammer base
The implementation, functional features and advantages of the objects of the present invention will be further explained with reference to the accompanying drawings.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that, if directional indications (such as up, down, left, right, front, and back … …) are involved in the embodiment of the present invention, the directional indications are only used to explain the relative positional relationship between the components, the movement situation, and the like in a specific posture (as shown in the drawing), and if the specific posture is changed, the directional indications are changed accordingly.
In addition, if there is a description of "first", "second", etc. in an embodiment of the present invention, the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, technical solutions between various embodiments may be combined with each other, but must be realized by a person skilled in the art, and when the technical solutions are contradictory or cannot be realized, such a combination should not be considered to exist, and is not within the protection scope of the present invention.
As shown in fig. 1 to 7, a pile sinking and piling system comprises a
the
the
the
the
The pile sinking and piling system is mainly applied to the pile sinking and piling construction process.
In construction work such as marine work, it is generally necessary to drive the pile legs into the ground in order to make the foundation of the building strong. In the prior art, a hydraulic pile driving hammer is generally used for driving the pile leg, but before pile driving operation, a vibration hammer is also used for sinking the pile leg. In pile sinking operation, a vibration hammer is usually adopted, and the pile leg is sunk to a certain depth through the low-frequency vibration of the vibration hammer, so that an initial fixing effect is realized on the pile leg. When the pile leg is sunk into the soil to a certain depth, the hydraulic pile hammer is used for piling the pile leg, so that the pile leg is sunk to the specified depth. In the prior art, the steps of pile sinking and piling are complicated, and the working efficiency is low; and the working conditions during pile sinking and piling are not well monitored. According to the technical scheme, the
Further, still including setting up
The
Further, the
the pile sleeve 11 is sleeved on the
the locking
The pile sleeve 11 is in a cylindrical shape which is through up and down, and the inner diameter of the pile sleeve 11 is smaller than the outer diameter of the
Preferably, in order to facilitate screwing the threaded adjusting
The pile cover 11 is arranged to better stabilize the
Further, the locking
When the locking
Further,
The
Further, the pile driving hammer comprises a pile driving hammer body 8 arranged above the
The damping
For the projects such as bridges, wharfs, offshore platforms and the like, because the corresponding pile legs have large volumes and large pipe diameters, the low-frequency vibration hammer is generally adopted for pile sinking operation. The amplitude of the low-frequency pile sinking operation is large, the generated noise is also large, and the damping
Further, the damping
The damping
Preferably, a plurality of the
Construction is performed using a hydraulic pile driving hammer configured with the pile sinking and driving system described above, and as shown in fig. 8 to 9, the pile sinking and driving construction method includes the steps of:
the method comprises the following steps: the
step two: the
step three: the
step four: if the frequency waveform becomes small and stable, the
As described above, in the piling construction, it is necessary to pile first and then pile. The construction method comprises the following steps:
s1: the hammer core 5 is controlled through the
S2: in pile sinking operation, the
S3: the
S4: as described above, if the data detected by the
In the embodiment, the total weight of the hydraulic pile driving hammer provided with the pile sinking and driving system is 680t, the diameter of the pile driving pipe end is 5.5-7.5m, the maximum generated impact energy is 4000kJ, the pile sinking frequency is 30-35 (30-35 beats per minute), the pile driving frequency is 24 (24 beats per minute), and the maximum striking energy is 4000KJ during pile driving.
Due to the adoption of the pile sinking and piling system, the hammer core 5 has the functions of both the vibration hammer and the piling hammer, so that the hammer core simultaneously plays roles in pile sinking and piling, and the maximization of functions is realized; the same equipment and system are adopted for pile sinking operation and pile driving operation, so that the working steps are simplified, and the working efficiency is improved. Based on foretell pile sinking and pile driving system, make pile sinking and pile driving operation more stable, and can real time monitoring operating condition, make things convenient for staff's technique to discover the problem, troubleshooting.
Further, in the pile sinking operation and the pile driving operation, the
As described above, the
Further, in the piling operation process, the
The
The above description is only a preferred embodiment of the present invention, and is not intended to limit the scope of the present invention, and all modifications and equivalents of the present invention, which are made by the contents of the present specification and the accompanying drawings, or directly/indirectly applied to other related technical fields, are included in the scope of the present invention.
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