A waterborne engineering water stirring pile verticality measuring device

Abstract

The application discloses a kind of waterborne engineering water stirring pile perpendicularity measuring device, for the existing water stirring pile perpendicularity measuring device is difficult to apply in water convenient and fast accurate measurement perpendicularity, cannot automatically carry out real-time support measurement work and automatically alarm when tilting reminds personnel problem;The present application is provided with a series of structures, to facilitate the application in water convenient and fast accurate measurement stirring pile perpendicularity, not affected by water wind and cement stirring pile ship floating, improve measurement accuracy, to automatically carry out real-time support measurement perpendicularity and automatically alarm when tilting in the measurement process reminds personnel to handle, improve the convenience of use, and it is convenient to buffer unloading when the device is impacted when tilting occurs in the process of cement stirring pile ship's stirring pile drilling and guniting, improve the safety in long time monitoring perpendicularity work.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of water stirring pile verticality measurement, in particular to a water stirring pile verticality measurement device for water transportation engineering. BACKGROUND

[0002] Deep Cement Mixing (DCM) is a construction method that uses cement as a cementing material to mix with soft foundation soil in situ, and forms a hard and stable soil through cement hydration consolidation. The construction of offshore deep cement mixing pile is essentially the uniform mixing of cement slurry and soft foundation soil on the seabed. A series of physical and chemical reactions between cement and soft soil make the soft soil harden into cement reinforced soil with integrity, water stability and certain strength, thereby improving the strength of the foundation and increasing the deformation modulus. The offshore deep cement mixing pile engineering ship integrates multiple high-end technologies such as underground soil cutting and mixing, precise cement slurry injection, high and low slurry nozzle interconversion, environmental protection treatment system, and intelligent control construction. It is a major technical equipment with high technology and high added value, which can be operated in coastal waters and towed in nearshore waters. It is suitable for foundation treatment construction of coastal ports, breakwaters, revetments, artificial island reclamation, and is an irreplaceable high-tech equipment for major offshore engineering projects. After the cement mixing pile ship enters the construction area, it is arranged along the axis of the breakwater (or perpendicular to the axis). Before construction, the bow and stern are positioned by throwing eight-character anchors (or cross anchors). During construction, the ship is pushed in the same direction along the length of the breakwater. After completing the mixing pile in each operation range, the cement mixing pile ship is moved transversely by hinged anchors.

[0003] When the existing cement mixing pile ship's mixing pile is drilled into the underwater foundation soil for drilling, grouting and mixing, personnel need to measure the verticality of the cement mixing pile ship's mixing pile to ensure the verticality of the pile. The verticality of the pile is achieved by ensuring the vertical drilling and grouting of the cement mixing pile ship's mixing pile. The existing measurement method usually uses a wire measurement method, such as the construction method for measuring the verticality of a vertical shaft disclosed in patent CN113026730A. However, there are the following disadvantages in actual construction:

[0004] 1. Since the offshore cement mixing pile is generally 4-5 kilometers away from the shore, the sea waves are relatively large, the wire measurement method is greatly affected by strong winds, and the cement mixing pile ship also has a slight swinging phenomenon due to water floating, which affects the measurement work and makes it difficult to apply to water for convenient, fast and accurate measurement of verticality. The measurement accuracy is not ideal. 2. When the verticality needs to be monitored for a long time during construction, it cannot automatically support real-time measurement and automatically alarm personnel when tilting occurs. Personnel need to measure and judge frequently, and the convenience of use is not ideal.

[0005] In order to solve the problem that it is difficult to apply on water to conveniently and quickly and accurately measure the verticality, and cannot automatically measure in real time and support the work and automatically alarm when the inclination occurs, therefore we propose a water transport engineering water stirring pile verticality measuring device for solving the above problems. SUMMARY

[0006] In view of the deficiencies in the prior art, the present application provides a water transport engineering water stirring pile verticality measuring device which can be applied on water to conveniently and quickly and accurately measure the verticality of the stirring pile.

[0007] In order to solve the above technical problems, the technical scheme adopted by the present application is:

[0008] The water transport engineering water stirring pile verticality measuring device comprises a support plate, a back-shaped handle, a self-adaptive rotating elastic support assembly, a pressure measuring movable abutting assembly and a counterweight type bidirectional verticality measuring assembly, one side of the support plate is provided with a U-shaped plate and a transparent box located in the U-shaped plate, the back-shaped handle is connected with the U-shaped plate through the self-adaptive rotating elastic support assembly, the transparent box is provided with a first storage battery and a PLC controller which are electrically connected, and a prompt light, the pressure measuring movable abutting assembly is arranged on the other side of the support plate, and the pressure measuring movable abutting assembly is electrically connected with the PLC controller.

[0009] The counterweight type bidirectional verticality measuring assembly is arranged in the transparent box, the transparent box is provided with a network camera matched with the counterweight type bidirectional verticality measuring assembly, a lighting lamp is installed on the inner wall of the transparent box, and the lighting lamp and the network camera are electrically connected with the PLC controller.

[0010] Further:

[0011] The self-adaptive rotating elastic support assembly comprises a ball sleeve fixedly installed on one side of the back-shaped handle, a universal ball movably sleeved in the ball sleeve, a connecting seat connected between one side of the universal ball and the U-shaped plate, a circular plate fixedly sleeved on the ball sleeve, a group of inclined tension springs and telescopic elastic sleeves fixedly and annularly connected at equal intervals between the circular plate and the U-shaped plate, and the tension spring is located in the corresponding telescopic elastic sleeve.

[0012] The pressure measuring movable abutting assembly comprises a ring frame, a group of abutting balls movably sleeved on the inner wall of the ring frame, and a pressure sensor electrically connected with the PLC controller embedded and fixed on the support plate corresponding to the ring frame.

[0013] The counterweight type bidirectional verticality measuring assembly comprises a first semicircular protractor and a second semicircular protractor fixedly connected to the inner wall of the top of the transparent box, a first rotating rod hinged to the front side of the first semicircular protractor on the inner wall of the top of the transparent box, a first counterweight fixedly connected to the bottom end of the first rotating rod, a first pointer fixedly connected to the bottom of the first counterweight and matched with the front side of the first semicircular protractor, a second rotating rod hinged to one side of the second semicircular protractor on the inner wall of the top of the transparent box, a second counterweight fixedly connected to the bottom end of the second rotating rod, a second pointer fixedly connected to the bottom of the second counterweight and matched with one side of the second semicircular protractor, and the first semicircular protractor and the second semicircular protractor are located on one side of the network camera and matched with the network camera.

[0014] The network camera and the illuminating lamp are electrically connected with the first storage battery.

[0015] The other side top and the other side bottom of the support plate are both rectangular and provided with six horizontal guide grooves, and the inner walls of the horizontal guide grooves are slidably sleeved with the horizontal guide rods arranged on the ring frame.

[0016] The first semicircular protractor is horizontally arranged, and the second semicircular protractor is vertically arranged.

[0017] The top of the transparent box is fixedly provided with an audible and visual alarm electrically connected with the first storage battery and the PLC controller.

[0018] The long-time monitoring horizontal adjusting and supporting assembly movably clamped in the rectangular clamping hole on one side of the meandering handle comprises a vertical rod, a fixing seat fixedly connected to the bottom of the vertical rod, a plurality of bolt mounting perforations provided on the top of the fixing seat, a rectangular tube embeddedly fixed to the vertical rod, a U-shaped moving rod slidably sleeved in the rectangular tube, an electric telescopic rod provided on the vertical rod and corresponding to the moving rod, a mounting plate provided on one side of the meandering handle, a plurality of T-shaped guide rods connected to the mounting plate, the U-shaped moving rod slidably sleeved on the T-shaped guide rods, a plurality of buffer springs provided between the U-shaped moving rod and the mounting plate and movably sleeved on the corresponding T-shaped guide rods, a rectangular clamping rod connected to the mounting plate and movably clamped in the corresponding rectangular clamping hole, and the meandering handle is threadedly fastened to the outside of the rectangular clamping rod.

[0019] Threaded holes are formed in the inner walls of the sides of the two rectangular clamping holes away from each other, and T-shaped pressing bolts are threadedly sleeved in the threaded holes, and the ends of the two T-shaped pressing bolts close to each other are movably in contact with the sides of the two rectangular clamping rods away from each other.

[0020] Compared with the prior art, the present application has the following advantages:

[0021] 1. The application can drive the transparent box and the detection structure inside it to tilt synchronously by simply pushing and squeezing the outside of the cement mixing pile of the cement mixing pile ship, and automatically measuring the front, back, left and right two-way inclination when tilting, and the measuring structure is located in the transparent box, compared with the traditional wire measurement, it is not affected by the strong wind blowing on the sea and water, and the self-adaptive rotation measurement by using the counterweight is not affected by the floating of the cement mixing pile ship, realizing the effect of convenient, fast and accurate measurement of the verticality of the mixing pile on the water, improving the measurement accuracy;

[0022] 2. The application can automatically support and measure the verticality in real time and automatically alarm personnel when tilting during the measurement process, so that personnel can know in time and handle, and personnel do not need to measure and judge frequently, improving the convenience of use;

[0023] 3. The long-time monitoring horizontal adjustment buffer support assembly can buffer and unload force when the device is impacted by the tilting of the cement mixing pile during the cement mixing pile drilling and spraying process of the cement mixing pile ship, preventing the device from being damaged by direct hard impact, and improving the safety during long-time monitoring of the verticality;

[0024] 4. The long-time monitoring horizontal adjustment buffer support assembly and the back-shaped handle can be conveniently fixed by the rectangular clamping hole and the T-shaped pressing bolt, and can be disassembled and transported with the right side structure when not used, facilitating subsequent transportation work, and personnel can conveniently select the measurement method according to the use demand, improving the use flexibility.

[0025] The application is provided with a series of structures, which can be conveniently and quickly used on the water to accurately measure the verticality of the mixing pile, is not affected by the wind on the water and the floating of the cement mixing pile ship, improves the measurement accuracy, automatically supports and measures the verticality in real time and automatically alarms personnel when tilting during the measurement process, does not need personnel to measure and judge frequently, improves the convenience of use, can buffer and unload force when the device is impacted by the tilting of the cement mixing pile during the cement mixing pile drilling and spraying process of the cement mixing pile ship, improves the safety during long-time monitoring of the verticality, and personnel can conveniently select the measurement method according to the use demand and facilitate subsequent disassembly and transportation, improving the use flexibility. BRIEF DESCRIPTION OF DRAWINGS

[0026] The content expressed by each figure in the specification and the marks in the figure are briefly described as follows:

[0027] Figure 1It is the stereogram structure schematic view of the measuring device of the embodiment one of the application.

[0028] Figure 2 It is the top view schematic view of the embodiment one of the application. Figure 1

[0029] Figure 3 It is the sectional view schematic view of the measuring device of the embodiment one of the application.

[0030] Figure 4 It is the enlarged view of A in the embodiment one of the application. Figure 3

[0031] Figure 5 It is the enlarged view of B in the embodiment one of the application. Figure 3

[0032] Figure 6 It is the stereogram structure schematic view of the measuring device of the embodiment two of the application.

[0033] Figure 7 It is the sectional view schematic view of the measuring device of the embodiment two of the application. Figure 6

[0034] Figure 8 It is the enlarged view of C in the embodiment two of the application.

[0035] Figure 9 It is the sectional view schematic view of the measuring device of the embodiment two of the application. Figure 8

[0036] In the figure:

[0037] 1, support plate; 2, U-shaped plate; 3, back-shaped handle; 4, anti-skid rubber; 5, ball sleeve; 6, universal ball; 7, connecting seat; 8, round plate; 9, telescopic elastic rubber sleeve; 10, tension spring; 11, transparent box; 12, first storage battery; 13, PLC controller; 14, green light prompt lamp; 15, networked camera; 16, ring frame; 17, abutting ball; 18, pressure sensor; 19, horizontal guide rod; 20, illuminating lamp; 21, first half-circle protractor; 22, first rotating rod; 23, first counterweight; 24, first pointer; 25, second half-circle protractor; 26, second rotating rod; 27, second counterweight; 28, second pointer; 29, sound-light alarm; 30, vertical rod; 31, rectangular tube; 32, U-shaped moving rod; 33, electric telescopic rod; 34, T-shaped guide rod; 35, buffer spring; 36, mounting plate; 37, rectangular clamping rod; 38, second storage battery; 39, rectangular clamping hole; 40, T-shaped pressing bolt.

[0038] 30, vertical rod; 31, rectangular tube; 32, U-shaped moving rod; 33, electric telescopic rod; 34, T-shaped guide rod; 35, buffer spring; 36, mounting plate; 37, rectangular clamping rod; 38, second storage battery; 39, rectangular clamping hole; 40, T-shaped pressing bolt. DETAILED DESCRIPTION

[0039] ​​​​​Although the application is illustrated and described herein with reference to specific embodiments, the application is not intended to be limited to the details shown. Rather, various modifications can be made in the details within the scope and range of equivalents of the claims and without departing from the application. Like numbers refer to like elements throughout.

[0040] In the description, relative terms such as "left", "right", "horizontal", "vertical", "up", "down", "top" and "bottom" and words of similar import (for example, "horizontal", "down", "up", etc.) should be construed to mean the orientation of the described direction or the direction shown in the drawing under discussion. These relative terms are for ease of description and are generally not intended to require a particular orientation.

[0041] The specific embodiments of the application will be further described in the following with reference to the drawings, by describing the embodiments.

[0042] Example one:

[0043] As Figures 1 to 5 shown, the water transport engineering water stirring pile verticality measuring device proposed in the embodiment comprises a support plate 1, a U-shaped plate 2 and a transparent box 11 located in the U-shaped plate 2 are fixedly connected to the left side of the support plate 1, a self-adaptive rotating elastic support assembly is fixedly connected to the left side of the U-shaped plate 2, a back-shaped handle 3 is fixedly installed on the left side of the self-adaptive rotating elastic support assembly, a non-slip rubber 4 is adhesively fixed to the outer left side of the back-shaped handle 3, a first storage battery 12 is fixedly installed on the inner bottom wall of the transparent box 11, a PLC controller 13 and a green light prompt lamp 14 are fixedly and electrically connected to the top of the first storage battery 12, the PLC controller 13 is embeddedly fixed on the front inner wall of the transparent box 11 and flush with the front side of the transparent box 11, wherein an embedded through hole fixedly connected with the outer side of the PLC controller 13 is formed on the front inner wall of the transparent box 11, a pressure measuring movable abutting assembly is installed on the right side top and the right side bottom of the support plate 1, the two pressure measuring movable abutting assemblies and the green light prompt lamp 14 are electrically connected with the PLC controller 13, an audible and visual alarm 29 electrically connected with the first storage battery 12 and the PLC controller 13 is fixedly installed on the top of the transparent box 11, the pressure measuring movable abutting assembly is used for abutting and detecting the upper and lower two-point close pressure when the device is pushed to the close stirring pile of the cement stirring pile ship through the back-shaped handle 3, and the pressure value is transmitted to the PLC controller 13, the PLC controller 13 is used for controlling the green light prompt lamp 14 to be turned on to remind the personnel to be in a stable abutting state when the pressure is generated at both ends, and controlling the networked camera 15 and the illuminating lamp 20 to be turned on, the self-adaptive rotating elastic support assembly is used for being elastically supported in a rotatable manner to adapt to the pressure when the stirring pile is inclined, so that the support plate 1 and the pressure measuring movable abutting assembly are inclined, so that the pressure measuring movable abutting assembly abuts with the outside of the stirring pile, and is used for automatically rebounding and resetting when not detecting;

[0044] The counterweight type bidirectional verticality measuring assembly is fixedly installed on the top inner wall of the transparent box 11, the networking camera 15 which is inclined to the right rear and cooperates with the counterweight type bidirectional verticality measuring assembly is fixedly installed on the left inner wall of the transparent box 11, and the illuminating lamp 20 is fixedly installed on the left inner wall of the transparent box 11. The illuminating lamp 20 and the networking camera 15 are electrically connected with the PLC controller 13, and the networking camera 15 and the illuminating lamp are electrically connected with the first storage battery 12. The networking camera 15 is matched with an external mobile terminal APP. When the support plate 1 is inclined, the transparent box 11 and the structure inside the transparent box 11 are integrally inclined. The counterweight type bidirectional verticality measuring assembly is used for measuring the inclination in the front-rear and left-right directions when the support plate 1 is inclined. The networking camera 15 records the inclination data and transmits the inclination data to the external mobile terminal APP, so that the verticality of the mixing pile is accurately measured. The verticality of the cement pile which is sprayed after the mixing pile is drilled downward is obtained by measuring the verticality of the mixing pile of the cement mixing pile ship. Compared with the traditional wire hanging measurement method, the verticality of the cement pile is not affected by the strong wind on the sea or on the water.

[0045] Specifically, the self-adapting rotating elastic support assembly comprises a ball sleeve 5 fixedly installed on the right side of the back-shaped handle 3, the right side of the ball sleeve 5 is provided with an opening, a universal ball 6 is movably sleeved in the ball sleeve 5, a connecting seat 7 is fixedly connected between the right side of the universal ball 6 and the left side of the U-shaped plate 2, a circular plate 8 is fixedly sleeved on the ball sleeve 5, four inclined pull springs 10 and telescopic elastic sleeves 9 are annularly and equidistantly fixedly connected between the right side of the circular plate 8 and the left side of the U-shaped plate 2, the ball sleeve 5 is located between the four pull springs 10, and the pull spring 10 is located in the corresponding telescopic elastic sleeve 9. The ball sleeve 5, the universal ball 6, the connecting seat 7, the circular plate 8, the pull spring 10 and the telescopic elastic sleeve 9 are matched to realize annular elastic pulling support of the U-shaped plate 2 by the four pull springs 10, and to provide the U-shaped plate 2 with the condition of being rotatable by the universal ball 6 and the ball sleeve 5. When the right side is extruded against the mixing pile, the structure on the right side will be extruded against the mixing pile and integrally inclined with the mixing pile under the extrusion effect when the mixing pile is inclined, so as to integrally incline the support plate 1 and the mixing pile, further incline the U-shaped plate 2, drive the universal ball 6 to self-adaptively rotate in the ball sleeve 5 through the connecting seat 7, and stretch or compress the corresponding pull spring 10, so as to realize the effect that the self-adapting rotating elastic support assembly is extruded when the mixing pile is inclined to provide the support plate 1 and the pressure measuring movable abutting assembly with the inclination, ensure that the right side is attached to the mixing pile, and drive the U-shaped plate 2 to rotate back to the original position by the pull spring 10 in the stretched state when the right side is not separated from the mixing pile.

[0046] Further, the pressure measuring movable abutting assembly comprises a ring frame 16, abutting balls 17 movably sleeved on the left side inner wall, the front side inner wall and the rear side inner wall of the ring frame 16, pressure sensors 18 electrically connected with the PLC controller 13 embedded and fixed on the right side top and the right side bottom of the support plate 1, the right sides of the two pressure sensors 18 are respectively fixedly connected with the left sides of the corresponding ring frames 16, six horizontal guide rods 19 are fixedly connected with the left sides of the ring frames 16 in a rectangular shape, the support plate 1 is slidably sleeved on the twelve horizontal guide rods 19, six horizontal guide grooves are formed in the right side top and the right side bottom of the support plate 1 in a rectangular shape, and the inner walls of the horizontal guide grooves are slidably sleeved with the outer sides of the corresponding horizontal guide rods 19, so as to achieve the horizontal sliding guiding effect of the horizontal guide rods 19; the ring frame 16, the abutting ball 17, the pressure sensor 18 and the horizontal guide rod 19 are matched, when the three abutting balls 17 above and below are contacted with the mixing piles of the cement mixing pile ship while the device is driven to move right, the support plate 1 continuously moving right extrudes the two pressure sensors 18, the two pressure sensors 18 detect the extrusion force and transmit the pressure value to the PLC controller 13, the pressure values generated by the upper and lower points are used to realize the stable guarantee of the two-point adhesion detection of the right side and the mixing piles, and in addition, the abutting balls 17 can be rotated, which does not affect the rotation and displacement of the mixing piles of the cement mixing pile ship.

[0047] Further, the counterweight type bidirectional verticality measuring assembly comprises a first semicircular protractor 21 and a second semicircular protractor 25 fixedly connected to the inner wall of the top of the transparent box 11, the first semicircular protractor 21 is arranged leftward and rightward, the second semicircular protractor 25 is arranged frontward and backward, the first semicircular protractor 21 is hingedly connected to the first rotating rod 22 located at the front side of the first semicircular protractor 21 on the inner wall of the top of the transparent box 11, the bottom end of the first rotating rod 22 is fixedly connected to the first counterweight 23, the bottom of the first counterweight 23 is fixedly connected to the first pointer 24 matched with the front side of the first semicircular protractor 21, the second semicircular protractor 25 is hingedly connected to the second rotating rod 26 located at the left side of the second semicircular protractor 25 on the inner wall of the top of the transparent box 11, the bottom end of the second rotating rod 26 is fixedly connected to the second counterweight 27, the bottom of the second counterweight 27 is fixedly connected to the second pointer 28 matched with the left side of the second semicircular protractor 25, the first semicircular protractor 21 and the second semicircular protractor 25 are located at the right rear side of the network camera 15 and matched with the network camera 15; the first semicircular protractor 21, the first rotating rod 22, the first counterweight 23, the first pointer 24, the second semicircular protractor 25, the second rotating rod 26, the second counterweight 27 and the second pointer 28 are matched, when the support plate 1, the transparent box 11 and the internal structure thereof are inclined due to the inclination of the mixing pile, when inclined leftward and rightward, under the action of the gravity, the first counterweight 23 automatically rotates downward to the vertical state, and drives the first rotating rod 22 and the first pointer 24 to automatically rotate to the vertical state, at this time, the first pointer 24 indicates that the value on the first semicircular protractor 21 changes, thereby achieving the effect of measuring the inclination when inclined leftward and rightward, when inclined frontward and backward, under the action of the gravity, the second counterweight 27 automatically rotates downward to the vertical state, and drives the second rotating rod 26 and the second pointer 28 to automatically rotate to the vertical state, at this time, the second pointer 28 indicates that the value on the second semicircular protractor 25 changes, thereby achieving the effect of measuring the inclination when inclined frontward and backward, and the above measuring structures are located in the transparent box 11, compared with the traditional wire measuring, the stable verticality measurement is achieved without being affected by the strong wind on the sea and the water.

[0048] The embodiment is provided with a series of structures, which can drive the transparent box 11 and the detection structure inside the transparent box 11 to be inclined synchronously by simply pushing the transparent box 11 and the detection structure inside the transparent box 11 to be tightly attached to the outside of the cement mixing pile, and automatically measure the front, rear, left and right bidirectional inclination when inclined, and the measuring structures are located in the transparent box 11, compared with the traditional wire measuring, the stable verticality measurement is achieved without being affected by the strong wind on the sea and the water, and the effect of applying the cement mixing pile verticality measurement on the water conveniently, quickly and accurately is achieved by using the counterweight automatic rotation measurement, thereby improving the measurement accuracy.

[0049] The use method of the embodiment is: when in use, the back-shaped handle 3 is pushed towards the direction of the mixing pile of the cement mixing pile ship, the back-shaped handle 3 drives the two ring frames 16 to move towards the direction of the mixing pile in sequence through the ball sleeve 5, the universal ball 6, the connecting seat 7, the U-shaped plate 2, the support plate 1 and the two pressure sensors 18, the two ring frames 16 drive the three abutting balls 17 above and below to move to contact the mixing pile of the cement mixing pile ship, the support plate 1 that continues to move right extrudes the two pressure sensors 18, the two pressure sensors 18 detect the extrusion force and transmit the pressure value to the PLC controller 13, the pressure values generated by the upper and lower points are used to realize stable guarantee of the adhesion detection of the two points on the right side and the mixing pile, and in addition, the abutting balls 17 can rotate in a self-rotating manner, which does not affect the rotation and up-down displacement work of the mixing pile of the cement mixing pile ship.

[0050] Wherein when the cement mixing pile ship is mixing the pile, the upper or lower abutting ball 17 first contacts with the pile, and under the continuous extrusion, the two ring frames 16 rotate along the slope of the pile and drive the support plate 1 to rotate and tilt through the two pressure sensors 18, until the upper and lower abutting balls 17 are extruded and closely fitted with the pile, at this time, under the fitting effect, the support plate 1 is consistent with the tilt of the pile, the support plate 1 drives the U-shaped plate 2 to tilt, the U-shaped plate 2 drives the universal ball 6 to adaptively rotate in the ball sleeve 5 through the connecting seat 7, and the corresponding tension spring 10 is stretched or compressed, realizing the effect of using the rotatable elastic support to adaptively provide the support plate 1 and the pressure measuring movable abutting assembly to tilt under the extrusion when the pile is tilted, ensuring that it is closely fitted with the outside of the pile, wherein the PLC controller 13 controls the green light prompt lamp 14 to open when the pressure is generated at both ends to remind the personnel to be in a stable fitting state, which is convenient for personnel to directly judge, and controls the network camera 15 and the illuminating lamp 20 to open, and uses the illuminating lamp 20 to illuminate the inside of the transparent box 11, wherein the support plate 1 also drives the transparent box 11 and the internal structure to tilt integrally when it tilts, when it tilts left and right, at this time, under the action of its own gravity, the first counterweight 23 automatically rotates downward to the vertical state, and drives the first rotating rod 22 and the first pointer 24 to adaptively rotate to the vertical state, at this time, the value indicated by the first pointer 24 on the first semicircular protractor 21 changes, realizing the effect of measuring the inclination when it tilts left and right, when it tilts forward and backward, at this time, under the action of its own gravity, the second counterweight 27 automatically rotates downward to the vertical state, and drives the second rotating rod 26 and the second pointer 28 to adaptively rotate to the vertical state, at this time, the value indicated by the second pointer 28 on the second semicircular protractor 25 changes, realizing the effect of measuring the inclination when it tilts forward and backward, the network camera 15 that is turned on records the values indicated by the first pointer 24 and the second pointer 28 and transmits them to the external mobile terminal APP, personnel can judge whether the pile is vertical and the inclination through the recorded value picture, the verticality of the cement pile after it is drilled downward by the cement mixing pile ship is known, and the above measuring structure is located in the transparent box 11, compared with the traditional wire measurement, it is not affected by the strong wind blowing on the sea and on the water, and using the counterweight adaptive rotation measurement method, it is not affected by the floating of the cement mixing pile ship, realizing the effect of convenient, fast and accurate measurement of the verticality of the pile on the water, improving the measurement accuracy, and through the internal automatic lighting method, the clear recording work of the network camera 15 is facilitated; in addition, when the left part is separated from the pile without being used, the tension spring 10 in the stretched state can drive the U-shaped plate 2 to rotate back to the original position, realizing the driving of the right part structure to return to the original position.

[0051] Embodiment two:

[0052] As Figures 6 to 9As shown, the embodiment is based on example one, which is different from example one in that: the left top and the left bottom of the back-shaped handle 3 are both provided with rectangular clamping holes 39, and the same long-time monitoring horizontal adjusting and buffering assembly is movably clamped in the two rectangular clamping holes 39. The long-time monitoring horizontal adjusting and buffering assembly is used to support the back-shaped handle 3 by the replacement personnel when it is necessary to monitor the verticality of the mixing pile for a long time during the drilling construction work of the cement mixing pile ship, and is used to buffer and unload force when the device is impacted due to inclination during the jet grouting process of the mixing pile of the cement mixing pile ship, and cooperates with the PLC controller 13 and the audible and visual alarm 29 to alarm and remind. The long-time monitoring horizontal adjusting and buffering assembly comprises a vertical rod 30, the bottom of the vertical rod 30 is fixedly connected with a fixing seat, the top of the fixing seat is provided with four bolt mounting perforations in a rectangular shape, two rectangular tubes 31 are embedded and fixed on the right side of the vertical rod 30, the same U-shaped moving rod 32 is slidably sleeved in the two rectangular tubes 31, the electric telescopic rod 33 with the right side inner wall of the U-shaped moving rod 32 fixedly connected is embedded and fixed on the right side of the vertical rod 30, the left side of the back-shaped handle 3 is provided with a mounting plate 36, the left side of the mounting plate 36 is fixedly connected with four T-shaped guide rods 34 in a rectangular shape, the U-shaped moving rod 32 is slidably sleeved on the four T-shaped guide rods 34, wherein the right side of the U-shaped moving rod 32 is provided with four transverse guide holes which are respectively slidably sleeved with the corresponding T-shaped guide rods 34 on the outside, which has the effect of transversely sliding and guiding the T-shaped guide rods 34, four buffer springs 35 are fixedly connected between the right side of the U-shaped moving rod 32 and the left side of the mounting plate 36, the buffer springs 35 are movably sleeved on the corresponding T-shaped guide rods 34, the right top and the right bottom of the mounting plate 36 are both fixedly connected with rectangular clamping rods 37, the rectangular clamping rods 37 are movably clamped in the corresponding rectangular clamping holes 39, the back-shaped handle 3 is threadedly fastened outside the two rectangular clamping rods 37, threaded holes are formed in the inner walls of the sides repelling each other of the two rectangular clamping holes 39, and T-shaped pressing bolts 40 are threadedly sleeved in the threaded holes, the ends close to each other of the two T-shaped pressing bolts 40 are movably in contact with the sides repelling each other of the two rectangular clamping rods 37, respectively, wherein the left side of the vertical rod 30 is fixedly installed with the second storage battery 38 which is electrically connected with the electric telescopic rod 33.The set vertical rod 30, rectangular tube 31, U-shaped moving rod 32, electric telescopic rod 33, T-shaped guide rod 34, mounting plate 36, buffer spring 35 and rectangular clamping rod 37 cooperate, conveniently support the back-shaped handle 3 through the two rectangular clamping rods 37 through the two rectangular clamping holes 39, drive the U-shaped moving rod 32 to move to the right by the electric telescopic rod 33, and the U-shaped moving rod 32 drives the back-shaped handle 3 to move to the right in turn through the buffer spring 35, the mounting plate 36 and the rectangular clamping rod 37, realizes that the personnel automatically provides the pushing force to the back-shaped handle 3, and supports the work, when the right side is extruded and adhered and two points generate pressure data, the PLC controller 13 is used to set the pressure value as the initial pressure value, and the sound and light alarm 29 is opened when the pressure value increases in the use process, long-time fixed monitoring work is realized, and in the long-time monitoring work, when the inclination occurs in the drilling and spraying process of the cement mixing pile ship, the device is impacted and increased relative extrusion, the personnel is automatically alarmed, when the inclination occurs and the device is extruded to the left, the back-shaped handle 3 is moved to the left, the back-shaped handle 3 drives the mounting plate 36 to move to the left through the rectangular clamping rod 37, and the buffer spring 35 is compressed, the elastic force of the buffer spring 35 is used, the effect of buffering and unloading is realized when the inclination occurs in the drilling and spraying process of the cement mixing pile ship, the device is impacted, and the phenomenon that the device is damaged due to direct hard impact is prevented.

[0053] The embodiment can automatically measure the perpendicularity in real time and automatically alarm the personnel when the inclination occurs in the measurement process, personnel can know and process in time, and the use convenience is improved without frequent measurement and judgment; when the inclination occurs in the drilling and spraying process of the cement mixing pile ship, the device is impacted, and the phenomenon that the device is damaged due to direct hard impact is prevented, the safety in the long-time monitoring perpendicularity work is improved; the long-time monitoring horizontal adjusting and supporting assembly and the right side structure can be disassembled and transported when not used subsequently, the subsequent transportation work is facilitated, personnel can flexibly select the measurement use mode according to the use demand, and the use flexibility is improved.

[0054] The use method of the embodiment is different from that of embodiment one, when long-time monitoring of the verticality of the cement mixing pile of the cement mixing pile ship is required, the fixing seat can be fixed on the cement mixing pile ship in advance, the two rectangular clamping holes 39 on the back-shaped handle 3 are clamped on the corresponding rectangular clamping rods 37 respectively, and the two rectangular clamping rods 37 are pressed and fixed by rotating the two T-shaped pressing and fixing bolts 40, at this time, the back-shaped handle 3 is conveniently supported by the two rectangular clamping rods 37 through the two rectangular clamping holes 39, the U-shaped moving rod 32 is driven to move to the right by the electric telescopic rod 33, the back-shaped handle 3 is sequentially driven to move to the right by the U-shaped moving rod 32 through the buffer spring 35, the mounting plate 36 and the rectangular clamping rod 37, the automatic pushing force provided by the personnel is replaced, and the supporting work is performed, when the right side is extruded and adhered and the pressure data is generated at two points, the initial pressure value is set by using the PLC controller 13, and the sound and light alarm 29 is controlled to be turned on when the pressure value increases in the use process, long-time fixed monitoring work is realized, and when the inclination occurs in the jet grouting process of the cement mixing pile of the cement mixing pile ship and the impact on the device increases, the relative extrusion force is automatically alarmed to remind the personnel, the effect of automatically performing real-time supporting measurement of the verticality and automatically alarming to remind the personnel when the inclination occurs in the measurement process is realized, the personnel can know and process in time, and the personnel does not need to frequently measure and judge, and the use convenience is improved.

[0055] When the inclination occurs in the jet grouting process of the cement mixing pile of the cement mixing pile ship and the device is extruded to the left, the back-shaped handle 3 is moved to the left, the mounting plate 36 is driven to move to the left by the rectangular clamping rod 37, the four T-shaped guide rods 34 are moved to the left and the buffer spring 35 is compressed by the mounting plate 36, the elastic force of the buffer spring 35 is used, and the effect of buffering and unloading when the inclination occurs in the jet grouting process of the cement mixing pile of the cement mixing pile ship and the impact on the device is realized, the phenomenon that the device is directly and rigidly impacted and damaged is prevented, and the safety in the long-time monitoring of the verticality is improved.

[0056] In addition, after subsequent use, the T-shaped pressing and fixing bolt 40 can be rotated to unlock the rectangular clamping rod 37, the back-shaped handle 3 can be separated from the rectangular clamping rod 37, the long-time monitoring and horizontal adjusting supporting assembly can be conveniently separated from the right side structure for subsequent splitting and transportation, the subsequent transportation work is facilitated, the personnel can flexibly select the measurement and use mode according to the use requirement, and the two devices can be arranged on the two sides of the cement mixing pile of the cement mixing pile ship, so that real-time measurement work can be performed on the two sides.

[0057] The above only describes the preferred embodiment of the application, and the above technical features can be combined to form multiple embodiment schemes of the application.

[0058] The application is described above in conjunction with the drawings, and it is obvious that the specific implementation of the application is not limited by the above manner, as long as the concept and technical scheme of the application are adopted for various non-essential improvements, or the concept and technical scheme of the application are directly applied to other occasions without improvement, which are within the protection scope of the application.

Claims

1. A device for measuring the verticality of waterborne mixing piles in water transport engineering, comprising a support plate, characterized in that: It also includes a U-shaped handle, an adaptive rotating spring support assembly, a pressure-measuring movable abutment assembly, and a counterweight-type bidirectional verticality measuring assembly; one side of the support plate is provided with a U-shaped plate and a transparent box located inside the U-shaped plate. The U-shaped handle is connected to the U-shaped plate through the adaptive rotating spring support assembly. The transparent box contains a first battery and a PLC controller connected in phase and an indicator light. The pressure-measuring movable abutment assembly is located on the other side of the support plate and is electrically connected to the PLC controller. The counterweight-type bidirectional verticality measuring component is housed inside a transparent box. The transparent box is equipped with a networked camera that works in conjunction with the counterweight-type bidirectional verticality measuring component. Lighting is installed on the inner wall of the transparent box. Both the lighting and the networked camera are electrically connected to the PLC controller. The adaptive rotation spring support assembly includes a ball sleeve fixedly installed on one side of the U-shaped handle, a universal ball is movably fitted inside the ball sleeve, a connecting seat is connected between one side of the universal ball and the U-shaped plate, a circular plate is fixedly fitted on the ball sleeve, and a set of inclined tension springs and telescopic elastic rubber sleeves are fixedly connected between the circular plate and the U-shaped plate at equal intervals in a ring, with the tension springs located inside the corresponding telescopic elastic rubber sleeves. The pressure-measuring movable contact assembly includes a ring frame, a set of contact balls are movably sleeved on the inner wall of the ring frame, and a pressure sensor that is electrically connected to the PLC controller is embedded and fixed on the support plate corresponding to the ring frame. The counterweight-type bidirectional perpendicularity measuring component includes a first semicircular protractor and a second semicircular protractor fixedly connected to the inner wall of the top of a transparent box. A first rotating rod is hinged to the inner wall of the top of the transparent box, located in front of the first semicircular protractor. A first counterweight is fixedly connected to the bottom of the first rotating rod, and a first pointer that cooperates with the front of the first semicircular protractor is fixedly connected to the bottom of the first counterweight. A second rotating rod is hinged to the inner wall of the top of the transparent box, located on one side of the second semicircular protractor. A second counterweight is fixedly connected to the bottom of the second rotating rod, and a second pointer that cooperates with one side of the second semicircular protractor is fixedly connected to the bottom of the second counterweight. Both the first and second semicircular protractors are located on one side of a network camera and cooperate with the network camera. A set of rectangular locking holes is provided on one side of the U-shaped handle. A long-term monitoring horizontal adjustment and support component is movably locked in the rectangular locking holes. The long-term monitoring horizontal adjustment and support component includes a vertical pole. A fixed base is fixedly connected to the bottom of the vertical pole. A set of bolt mounting holes is provided on the top of the fixed base. A rectangular tube is embedded and fixed in the vertical pole. A U-shaped moving rod is slidably sleeved in the rectangular tube. An electric telescopic rod is provided on the vertical pole corresponding to the moving rod. A mounting plate is provided on one side of the U-shaped handle. A set of T-shaped guide rods is connected to the mounting plate. The U-shaped moving rod is slidably sleeved on the T-shaped guide rods. A set of buffer springs is provided between the U-shaped moving rods and the mounting plate. The buffer springs are movably sleeved on the corresponding T-shaped guide rods. A rectangular locking rod is connected to the mounting plate. The rectangular locking rod is movably locked in the corresponding rectangular locking hole. The U-shaped handle is threadedly fastened to the outside of the rectangular locking rod.

2. The waterborne mixing pile verticality measuring device as described in claim 1, characterized in that: The network camera and the lighting are both electrically connected to the first battery.

3. The waterborne mixing pile verticality measuring device as described in claim 1, characterized in that: The top and bottom of the other side of the support plate are both rectangularly provided with six horizontal guide grooves, and the inner wall of the horizontal guide grooves slides and fits with the corresponding horizontal guide rods provided on the ring frame.

4. The waterborne mixing pile verticality measuring device as described in claim 1, characterized in that: The first semicircular protractor is set horizontally, and the second semicircular protractor is set vertically.

5. The waterborne mixing pile verticality measuring device as described in claim 1, characterized in that: An audible and visual alarm, electrically connected to the first battery and the PLC controller, is fixedly installed on the top of the transparent box.

6. The waterborne mixing pile verticality measuring device as described in claim 1, characterized in that: Threaded holes are provided on the inner walls of the two opposing rectangular clamping holes, and T-shaped clamping bolts are threaded into the threaded holes. The two T-shaped clamping bolts are in contact with the opposing sides of the two rectangular clamping rods respectively.

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