1. The utility model provides a foundation pile high strain's check out test set which characterized in that: the method comprises the following steps:

a force application assembly provided with:

a detection heavy hammer for impacting the foundation pile to be detected,

a frame body used for hoisting the detection heavy hammer,

the lifting device is connected with the detection heavy hammer and used for lifting the detection heavy hammer to a test height;

the auxiliary positioning assembly is sleeved on the outer side of the foundation pile to be detected and comprises a foundation pile positioning support to be detected and a detection heavy hammer guide cylinder arranged above the center of the foundation pile positioning support to be detected, the foundation pile positioning support to be detected comprises support legs and a regular quadrilateral frame, a hydraulic push rod extending towards the direction of the foundation pile to be detected is arranged at the center of each side of the regular quadrilateral frame, a positioning block used for abutting against the foundation pile to be detected is arranged at the end of each hydraulic push rod, the strokes and the corresponding time of the two opposite hydraulic push rods are synchronously arranged, the detection heavy hammer guide cylinder vertically extends upwards, and the extension height of the detection heavy hammer guide cylinder is higher than the falling height of the detection heavy hammer;

and the sensor component is arranged on the foundation pile to be detected, and is used for collecting a stress signal and a speed signal of the foundation pile to be detected when the foundation pile to be detected is impacted by the detection heavy hammer.

2. The foundation pile high-strain detection apparatus according to claim 1, wherein: and an observation hole and height scales are arranged on the side wall of the detection heavy hammer guide cylinder.

3. The foundation pile high-strain detection apparatus according to claim 1, wherein: the lifting device comprises a winch, a guide wheel and a lifting hook, the guide wheel is installed on the frame body, and a steel cable of the winch penetrates through the guide wheel and is connected to the detection heavy hammer through the lifting hook.

4. The foundation pile high-strain detection apparatus according to claim 3, wherein: the lifting hook is an open-close type clamping jaw, and a lifting lug matched with the lifting hook is arranged on the detection heavy hammer.

5. The foundation pile high-strain detection apparatus according to claim 3, wherein: the force application assembly further comprises a pulley block support, and the pulley block support comprises a cross beam and support columns connected to the lower parts of two ends of the cross beam; the lower part of the cross beam is connected with a fixed pulley; and a steel cable of the winch sequentially passes through the fixed pulley and the guide wheel to be connected to the detection heavy hammer through the lifting hook.

6. The foundation pile high-strain detection apparatus according to claim 1, wherein: the sensor assembly comprises a pair of sensor groups symmetrically arranged on two sides of the foundation pile to be detected, and each sensor group comprises an acceleration sensor and a strain type force sensor.

7. The foundation pile high-strain detection apparatus according to claim 6, wherein: the distance between the installation positions of the acceleration sensor and the strain type force sensor and the pile top of the foundation pile to be tested is not less than 2 times of the side length or the diameter of the pile.

8. The foundation pile high-strain detection apparatus according to claim 6, wherein: the acceleration sensor and the strain type force sensor are fixed on the side face of the foundation pile to be measured by bolts.

9. A method for detecting high strain of foundation piles is characterized by comprising the following steps: the test device according to any one of claims 1 to 8, wherein the test method comprises the following steps:

step 1: pretreating the pile head, the pile body side surface and the periphery of the foundation pile to be detected;

step 2: selecting the installation position of a sensor assembly on the side surface of the pile body, punching a hole in the installation position, embedding an expansion sleeve in the hole, and fixing the position of the sensor through an expansion bolt;

and step 3: connecting the sensor assembly to a foundation pile high-strain detector, and setting sensor parameters in the foundation pile high-strain detector;

and 4, step 4: the auxiliary positioning assembly is sleeved outside the foundation pile to be detected, the two sets of opposite hydraulic push rods synchronously move to drive the positioning support of the foundation pile to be detected to move, the foundation pile to be detected relatively moves to the center of the positioning support of the foundation pile to be detected, the detection heavy hammer guide cylinder is arranged concentrically with the foundation pile to be detected, and self-positioning of the auxiliary positioning assembly is realized;

and 5: hoisting the detection heavy hammer by a lifting device to enable the detection heavy hammer to be higher than the detection heavy hammer guide cylinder of the auxiliary positioning assembly, and placing the detection heavy hammer into the detection heavy hammer guide cylinder;

step 6: adjusting the height of the detection heavy hammer by adopting a lifting device to lift the detection heavy hammer to a height required by detection;

and 7: releasing the detection heavy hammer to enable the detection heavy hammer to fall in a free-falling mode in a detection heavy hammer guide cylinder to impact the foundation pile to be detected;

and 8: acquiring a stress signal and a speed signal from the sensor assembly, and sending the stress signal and the speed signal to a foundation pile high strain detector;

and step 9: through the high detector that meets an emergency of foundation pile, carry out actual measurement curve fitting analysis to confirm the position of pile body defect, judge pile body integrality, confirm and move and survey the vertical resistance to compression ultimate bearing capacity detected value of single pile, move and survey the vertical resistance to compression bearing capacity characteristic value of single pile, judge whether the vertical resistance to compression bearing capacity of single pile satisfies the design requirement.

10. The foundation pile high-strain detection method according to claim 9, characterized in that: the pretreatment method in the step 1 comprises the following steps:

step 1-1: removing the broken layer, the soft concrete layer and the exposed steel bars at the top of the pile, and keeping the top of the pile head flat;

step 1-2: for the position of the top defect of the pile head, building a layer of concrete again to enable the pile head to be flat;

step 1-3: excavating a soil body around the foundation pile, wherein a working surface for installing the sensor assembly is excavated in the horizontal direction of the peripheral excavation range, and the working surface is vertically excavated to the installation position of the sensor assembly;

step 1-4: and clearing the obstacles around the test pile, and ensuring that the auxiliary positioning assembly can be sleeved and installed on the periphery of the foundation pile to be tested.

Background

High strain detection is a main method for detecting foundation piles, and the accuracy of the high strain test depends on whether the heavy hammer is eccentric or not and the height of the drop distance. In the prior art, a crane is usually adopted to lift a heavy hammer to a certain height, then the heavy hammer is knocked manually to release the heavy hammer to fall freely, a large amount of time is consumed for adjusting the heavy hammer to be aligned with a foundation pile in the test process, the centering precision of the heavy hammer and the foundation pile is difficult to guarantee, risks of damage to personnel and instruments and the like caused by easy sliding of the heavy hammer exist, large impact force is caused to a hoisting crane when the heavy hammer is released instantly, and the crane is easy to damage.

In order to overcome the defects of the prior art, a foundation pile high strain detection well type guide frame which is safer and more reliable is required to be erected. For example, the utility model discloses a chinese utility model patent that the bulletin number is CN205134396U discloses a foundation pile height is met an emergency and is detected well formula leading truck, including a leading truck main part, be equipped with the frame of groined type in the leading truck main part, the bottom of leading truck main part is equipped with the cavity and supports the base, the top of leading truck main part is equipped with the guide pulley of wearing to establish guide wire rope, wire rope's upper end is equipped with the joint that links to each other with the crane lifting hook, a symmetry spoon shape calliper is connected to wire rope's lower extreme, be equipped with movable vice jaw and the spoon shape arm that can drive movable vice jaw and open and shut in the symmetry spoon shape calliper, the movable vice jaw among the symmetry spoon shape calliper and the hangers swing joint on the weight, be equipped with in the leading truck main part and can strike the spoon shape arm and open movable vice jaw's the dog that strikes.

However, in the conventional guide frame, when the impact position of the weight is adjusted, visual calibration and manual adjustment are required, and on the one hand, adjustment errors are easily caused when the visual calibration position is matched with the manual adjustment, and on the other hand, the visual adjustment process is also dangerous.

Disclosure of Invention

Therefore, the technical problem to be solved by the invention is to overcome the problem of insufficient detection accuracy caused by difficulty in adjusting the impact position of a heavy hammer in the prior art, and provide a high-strain detection device and a detection method for a foundation pile, so that the self-adjustment of the position of a drop hammer is realized, the accuracy of the position of the drop hammer is ensured, the detection risk is reduced, and the detection accuracy is improved.

In order to solve the above technical problem, the present invention provides a foundation pile high strain detection apparatus, including:

a force application assembly provided with:

a detection heavy hammer for impacting the foundation pile to be detected,

a frame body used for hoisting the detection heavy hammer,

the lifting device is connected with the detection heavy hammer and used for lifting the detection heavy hammer to a test height;

the auxiliary positioning assembly is sleeved on the outer side of the foundation pile to be detected and comprises a foundation pile positioning support to be detected and a detection heavy hammer guide cylinder arranged above the center of the foundation pile positioning support to be detected, the foundation pile positioning support to be detected comprises support legs and a regular quadrilateral frame, a hydraulic push rod extending towards the direction of the foundation pile to be detected is arranged at the center of each side of the regular quadrilateral frame, a positioning block used for abutting against the foundation pile to be detected is arranged at the end of each hydraulic push rod, the strokes and the corresponding time of the two opposite hydraulic push rods are synchronously arranged, the detection heavy hammer guide cylinder vertically extends upwards, and the extension height of the detection heavy hammer guide cylinder is higher than the falling height of the detection heavy hammer;

and the sensor component is arranged on the foundation pile to be detected, and is used for collecting a stress signal and a speed signal of the foundation pile to be detected when the foundation pile to be detected is impacted by the detection heavy hammer.

In an embodiment of the present invention, the side wall of the detection weight guiding cylinder is provided with an observation hole and a height scale.

In one embodiment of the present invention, the lifting device comprises a winch, a guide wheel and a hook, the guide wheel is mounted on the frame, and a steel cable of the winch passes through the guide wheel and is connected to the detection weight through the hook.

In an embodiment of the invention, the lifting hook is an open-close type clamping jaw, and the detection heavy hammer is provided with a lifting lug matched with the lifting hook.

In one embodiment of the invention, the force application assembly further comprises a pulley block bracket, wherein the pulley block bracket comprises a cross beam and support columns connected to the lower parts of two ends of the cross beam; the lower part of the cross beam is connected with a fixed pulley; and a steel cable of the winch sequentially passes through the fixed pulley and the guide wheel to be connected to the detection heavy hammer through the lifting hook.

In one embodiment of the invention, the sensor assembly comprises a pair of sensor groups symmetrically arranged at two sides of the foundation pile to be detected, and each sensor group comprises an acceleration sensor and a strain type force sensor.

In one embodiment of the invention, the distance between the installation positions of the acceleration sensor and the strain type force sensor and the pile top of the foundation pile to be measured should be not less than 2 times of the pile side length or the diameter.

In one embodiment of the invention, the acceleration sensor and the strain type force sensor are fixed on the side surface of the foundation pile to be measured by using bolts.

In order to solve the technical problem, the invention also provides a method for detecting the high strain of the foundation pile, which adopts the detection equipment and comprises the following steps:

step 1: pretreating the pile head, the pile body side surface and the periphery of the foundation pile to be detected;

step 2: selecting the installation position of a sensor assembly on the side surface of the pile body, punching a hole in the installation position, embedding an expansion sleeve in the hole, and fixing the position of the sensor through an expansion bolt;

and step 3: connecting the sensor assembly to a foundation pile high-strain detector, and setting sensor parameters in the foundation pile high-strain detector;

and 4, step 4: the auxiliary positioning assembly is sleeved outside the foundation pile to be detected, the two sets of opposite hydraulic push rods synchronously move to drive the positioning support of the foundation pile to be detected to move, the foundation pile to be detected relatively moves to the center of the positioning support of the foundation pile to be detected, the detection heavy hammer guide cylinder is arranged concentrically with the foundation pile to be detected, and self-positioning of the auxiliary positioning assembly is realized;

and 5: hoisting the detection heavy hammer by a lifting device to enable the detection heavy hammer to be higher than the detection heavy hammer guide cylinder of the auxiliary positioning assembly, and placing the detection heavy hammer into the detection heavy hammer guide cylinder;

step 6: adjusting the height of the detection heavy hammer by adopting a lifting device to lift the detection heavy hammer to a height required by detection;

and 7: releasing the detection heavy hammer to enable the detection heavy hammer to fall in a free-falling mode in a detection heavy hammer guide cylinder to impact the foundation pile to be detected;

and 8: acquiring a stress signal and a speed signal from the sensor assembly, and sending the stress signal and the speed signal to a foundation pile high strain detector;

and step 9: through the high detector that meets an emergency of foundation pile, carry out actual measurement curve fitting analysis to confirm the position of pile body defect, judge pile body integrality, confirm and move and survey the vertical resistance to compression ultimate bearing capacity detected value of single pile, move and survey the vertical resistance to compression bearing capacity characteristic value of single pile, judge whether the vertical resistance to compression bearing capacity of single pile satisfies the design requirement.

In one embodiment of the present invention, the method of pre-processing in step 1 comprises the steps of:

step 1-1: removing the broken layer, the soft concrete layer and the exposed steel bars at the top of the pile, and keeping the top of the pile head flat;

step 1-2: for the position of the top defect of the pile head, building a layer of concrete again to enable the pile head to be flat;

step 1-3: excavating a soil body around the foundation pile, wherein a working surface for installing the sensor assembly is excavated in the horizontal direction of the peripheral excavation range, and the working surface is vertically excavated to the installation position of the sensor assembly;

step 1-4: and clearing the obstacles around the test pile, and ensuring that the auxiliary positioning assembly can be sleeved and installed on the periphery of the foundation pile to be tested.

Compared with the prior art, the technical scheme of the invention has the following advantages:

according to the equipment and the method for detecting the high strain of the foundation pile, a force application assembly is adopted to finish the hoisting and releasing actions of the detection heavy hammer, and a sensor assembly is adopted to collect a stress signal and a speed signal of the foundation pile to be detected when the foundation pile to be detected is collided by the detection heavy hammer so as to finish the detection of the high strain of the foundation pile; and adopt the auxiliary positioning subassembly cover to establish in the foundation pile outside that awaits measuring, through the self-moving location of the foundation pile locating support that awaits measuring in the auxiliary positioning subassembly and set up the detection weight guide cylinder above the foundation pile locating support positive center that awaits measuring, guarantee to detect the weight and drop the weight position at the central point of foundation pile, guarantee the precision of weight position that drops, improve the accuracy of detecting, automatic alignment reduces the centering of detecting the weight and adjusts the action simultaneously, reduces and detects the risk.

Drawings

In order that the present disclosure may be more readily and clearly understood, reference is now made to the following detailed description of the embodiments of the present disclosure taken in conjunction with the accompanying drawings, in which

FIG. 1 is a schematic side view of the foundation pile high strain detection apparatus of the present invention;

FIG. 2 is a schematic top view of the auxiliary positioning assembly of the present invention;

FIG. 3 is a schematic structural view of the force application assembly of the present invention;

FIG. 4 is a schematic structural view of the sensor assembly mounting location of the present invention;

FIG. 5 is a flow chart illustrating the steps of the method for detecting high strain in a foundation pile according to the present invention;

the specification reference numbers indicate: 1. detecting a heavy hammer; 2. a frame body; 3. a lifting device; 31. a winch; 32. a guide wheel; 33. a hook; 4. an auxiliary positioning assembly; 41. a foundation pile positioning support to be detected; 42. Detecting a heavy hammer guide cylinder; 43. a hydraulic push rod; 44. positioning blocks; 5. a sensor assembly; 51. an acceleration sensor; 52. a strain gauge force sensor; 6. a pulley block bracket; 61. and a fixed pulley.

Detailed Description

The present invention is further described below in conjunction with the following figures and specific examples so that those skilled in the art may better understand the present invention and practice it, but the examples are not intended to limit the present invention.

Referring to fig. 1, the present invention provides a high strain detection apparatus for a foundation pile, including:

a force application assembly provided with:

a detection heavy hammer 1 for impacting the foundation pile to be detected,

a frame body 2 for hoisting the detection heavy hammer 1,

the lifting device 3 is connected with the detection heavy hammer 1 and used for lifting the detection heavy hammer 1 to a test height;

the auxiliary positioning assembly 4 is sleeved on the outer side of the foundation pile to be detected, and as shown in fig. 2, includes a foundation pile positioning support 41 to be detected and a detection weight guide cylinder 42 arranged above the center of the foundation pile positioning support 41 to be detected, the foundation pile positioning support 41 to be detected includes a support leg and a regular quadrilateral frame, a hydraulic push rod 43 extending towards the foundation pile to be detected is arranged at the center of each side of the regular quadrilateral frame, a positioning block 44 for abutting against the foundation pile to be detected is arranged at the end of the hydraulic push rod 43, the strokes and the corresponding times of the two opposite hydraulic push rods 43 are synchronously arranged, the detection weight guide cylinder 42 vertically extends upwards, and the extension height of the detection weight guide cylinder 42 is higher than the falling height of the detection weight 1;

and the sensor component 5 is arranged on the foundation pile to be detected, and is used for collecting a stress signal and a speed signal of the foundation pile to be detected when the foundation pile to be detected is impacted by the detection heavy hammer 1.

In the embodiment, a force application assembly is adopted to finish the hoisting and releasing actions of the detection heavy hammer 1, and a sensor assembly 5 is adopted to collect a stress signal and a speed signal of the foundation pile to be detected when the foundation pile to be detected is impacted by the detection heavy hammer 1, so that the detection of the high strain of the foundation pile is finished; and adopt auxiliary positioning assembly 4 cover to establish the foundation pile outside that awaits measuring, through the self-moving location of the foundation pile locating support 41 that awaits measuring in auxiliary positioning assembly 4 and the detection weight guide cylinder 42 of setting in the positive center top of foundation pile locating support 41 that awaits measuring, guarantee to detect weight 1 and drop the central point of weight position at the foundation pile, guarantee the precision of drop weight position, improve the accuracy of detection, automatic alignment reduces the centering of detecting weight 1 and adjusts the action simultaneously, reduces and detects the risk.

Specifically, when the auxiliary positioning assembly 4 cover was established in the periphery of the foundation pile that awaits measuring, at first two hydraulic push rod 43 that are located the foundation pile front and back that awaits measuring remove to the foundation pile that awaits measuring in step, can appear two kinds of circumstances, the first condition at the removal in-process: the positioning blocks 44 of the two hydraulic push rods 43 synchronously contact the foundation pile to be tested, which indicates that the foundation pile to be tested is located at the central positions of the front and rear hydraulic push rods 43, and in the second case: in the moving process, the positioning block 44 of one of the hydraulic push rods 43 contacts the foundation pile to be detected firstly, and because the position of the foundation pile to be detected is fixed, the hydraulic push rod 43 contacting the foundation pile to be detected can push the positioning support 41 of the foundation pile to be detected to move according to the principle of reaction force until the positioning blocks 44 of the front hydraulic push rod 43 and the rear hydraulic push rod 43 are abutted to the foundation pile to be detected, which indicates that the foundation pile to be detected is located at the central positions of the front hydraulic push rod and the rear hydraulic push rod, and the two conditions can realize the self-adjustment of the positioning support 41 of the foundation pile to be detected relative to the front and rear direction of the foundation pile to be detected; similarly, after the adjustment in the front-rear direction is completed, the two hydraulic push rods 43 located on the left and right of the foundation pile to be measured perform the same operation until the foundation pile to be measured is moved to the center position of the foundation pile positioning bracket 41.

Specifically, in order to facilitate observing the position of the detection weight 1 in the detection weight guide cylinder 42, an observation hole and a height scale are formed on the side wall of the detection weight guide cylinder 42.

Referring to fig. 3, the lifting device 3 includes a winch 31, a guide wheel 32 and a hook 33, the guide wheel 31 is mounted on the frame body 2, a steel cable of the winch 31 passes through the guide wheel 32 and is connected to the detection weight 1 through the hook 33, and the winch 31 drives the detection weight 1 to move up and down through the steel cable.

Specifically, in this embodiment, it is necessary that the hook 33 can release the detection weight 1 instantaneously, so the hook 33 employs an opening-closing type clamping jaw, a lifting lug matched with the hook 33 is disposed on the detection weight 1, when the winch 31 lifts the detection weight 1, the opening-closing type clamping jaw passes through the lifting lug to be in a closed state, and when the detection weight 1 needs to be released, the opening-closing type clamping jaw is in an open state, so that the detection weight 1 falls off from the hook 33.

In this embodiment, in order to further improve the stability of the winch 31 driving the detection weight 1 to ascend or descend, the force application component further includes a pulley block bracket 6, the pulley block bracket 6 is disposed between the winch 31 and the guide wheel 32, and the pulley block bracket includes a cross beam and support columns connected to the lower portions of the two ends of the cross beam; the lower part of the cross beam is connected with a fixed pulley 61; the cable of the winch 31 passes through the fixed pulley 61 and the guide wheel 32 in sequence and is connected to the detection weight 1 through the hook 33.

The basic principle of the high-strain test is to analyze the influence of soil resistance and pile body defects on actually measured force waves and velocity waves so as to evaluate the bearing capacity of the foundation pile, wherein force and velocity are measured during the test, the high-frequency cut-off frequency of the linear bandwidth of the sensor is generally required to at least reach 1500HZ, and the lower the low-frequency cut-off frequency is, the better the lower the low frequency cut-off frequency is; the hitting force is usually hundreds of tons, the corresponding stress and speed are quite high, the existing sensors for directly measuring the force and the speed are difficult to have the conditions, particularly the force, almost no tool for directly detecting the stress of the pile body exists, the stress and the force of the pile body are calculated by measuring the strain of the pile side through an indirect measuring method in the sequential high-strain test, and the velocity is integrated by measuring the acceleration of mass points on the pile side.

Based on the above principle, referring to fig. 4, the sensor assembly 5 includes a pair of sensor groups symmetrically disposed on two sides of the foundation pile to be tested, each of the sensor groups includes an acceleration sensor 51 and a strain type force sensor 52, the center of the acceleration sensor 51 is horizontally aligned with the center of the strain type force sensor 52, the distance between the center of the acceleration sensor 51 and the center of the strain type force sensor 52 is 6 cm-8 cm, the distance between the installation positions of the acceleration sensor 51 and the strain type force sensor 52 to the pile top of the foundation pile to be tested is not less than 2 times of the pile side length or diameter, and the acceleration sensor 51 and the strain type force sensor 52 are fixed on the side surface of the foundation pile to be tested by bolts.

Referring to fig. 5, a method for detecting high strain of a foundation pile, which uses the above detection device, includes the following steps:

step 1: pretreating the pile head, the pile body side surface and the periphery of the foundation pile to be detected;

the specific pretreatment method comprises the following steps:

step 1-1: removing the broken layer, the soft concrete layer and the exposed steel bars at the top of the pile, and keeping the top of the pile head flat;

step 1-2: for the position of the top defect of the pile head, building a layer of concrete again to enable the pile head to be flat;

step 1-3: excavating a soil body around the foundation pile, wherein a working surface for installing the sensor assembly is excavated in the horizontal direction of the peripheral excavation range, and the working surface is vertically excavated to the installation position of the sensor assembly;

step 1-4: and clearing the obstacles around the test pile, and ensuring that the auxiliary positioning assembly can be sleeved and installed on the periphery of the foundation pile to be tested.

Step 2: select the mounted position of sensor subassembly in pile body side, punch and pre-buried expansion sleeve at the mounted position, through expansion bolts with the rigidity of sensor, sensor subassembly sets up a pair of sensor group, every in the foundation pile both sides that await measuring including the symmetry the sensor group all includes an acceleration sensor and a strain type force sensor, acceleration sensor's center with strain type force sensor center level aligns, acceleration sensor's center with distance between the strain type force sensor center is 6cm ~ 8cm, acceleration sensor and strain type force sensor mounted position should not be less than 2 times pile side length or diameter apart from the pile top of the foundation pile that awaits measuring, acceleration sensor and strain type force sensor adopt the bolt fastening in the side of the foundation pile that awaits measuring.

And step 3: connecting the sensor assembly to a foundation pile high-strain detector, and setting sensor parameters in the foundation pile high-strain detector; the specific setting parameters include: the method comprises the following steps of project name (folder name where a data file is located), detection unit, detection personnel, pile number, total pile length, pile body density, pile body wave velocity, measuring point sectional area, measuring point lower pile length, measuring point density, measuring point wave velocity, pile body sectional area, soil-entering pile length, hammer weight, drop distance, pile bottom sectional area, Sounding-water entering pile length, pile diameter/side length, design bearing capacity, safety coefficient, data real-time monitoring (data uploading and using, and debugging if needed), remarking and calculating methods (a total of four calculating methods of RSP, RMX, RMN and RSU, and please select a Case calculating method suitable for site conditions according to theory and reality).

And 4, step 4: the auxiliary positioning assembly is sleeved outside the foundation pile to be detected, the foundation pile positioning support to be detected is driven to move through synchronous motion of the two sets of opposite hydraulic push rods, the foundation pile to be detected relatively moves to the center of the foundation pile positioning support to be detected, the detection heavy hammer guide cylinder and the foundation pile to be detected are arranged concentrically, and self-positioning of the auxiliary positioning assembly is achieved.

And 5: the detection heavy hammer is lifted through the lifting device, the detection heavy hammer is higher than the detection heavy hammer guide cylinder of the auxiliary positioning assembly, and the detection heavy hammer is placed into the detection heavy hammer guide cylinder.

Step 6: the height of the detection weight is adjusted by adopting a lifting device to be lifted to the height required by detection, and the height of the detection weight is determined by the observation hole and the height scale on the detection weight guide cylinder.

And 7: releasing the detection heavy hammer to enable the detection heavy hammer to fall in a free-falling mode in a detection heavy hammer guide cylinder to impact the foundation pile to be detected;

and 8: acquiring a stress signal and a speed signal from the sensor assembly, and sending the stress signal and the speed signal to a foundation pile high strain detector;

and step 9: through the foundation pile high strain detector, actual measurement curve fitting analysis is carried out, the position of the defect of the pile body is determined, the integrity of the pile body is judged, the detection value of the vertical compression ultimate bearing capacity of the single pile is determined, the characteristic value of the vertical compression bearing capacity of the single pile is determined, whether the vertical compression bearing capacity of the single pile meets the design requirement is judged, FMX (the maximum force value obtained by testing a strain sensor) can be read on the foundation pile high strain detector, ZVM (the maximum force value obtained by testing and converting an acceleration sensor), Beta (the integrity coefficient of the pile body), and the bearing capacity value calculated by corresponding case algorithm and other related information.

It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications therefrom are within the scope of the invention.