CN220166912U - Device for detecting construction penetration of prefabricated pipe pile in reconstruction and expansion engineering - Google Patents

Device for detecting construction penetration of prefabricated pipe pile in reconstruction and expansion engineering Download PDF

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Publication number
CN220166912U
CN220166912U CN202321499034.0U CN202321499034U CN220166912U CN 220166912 U CN220166912 U CN 220166912U CN 202321499034 U CN202321499034 U CN 202321499034U CN 220166912 U CN220166912 U CN 220166912U
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China
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fixing
prefabricated pipe
pipe pile
penetration
reconstruction
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CN202321499034.0U
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Chinese (zh)
Inventor
李雨桐
王如川
朱晓章
刘振宇
陈红柳
江凯
翟建敏
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China Railway Major Bridge Engineering Group Co Ltd MBEC
6th Engineering Co Ltd of MBEC
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China Railway Major Bridge Engineering Group Co Ltd MBEC
6th Engineering Co Ltd of MBEC
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Abstract

The utility model discloses a detection device for construction penetration of a prefabricated pipe pile in a reconstruction and expansion project, which relates to the field of prefabricated pipe pile construction and comprises a fixing assembly, a detection assembly and a processing assembly, wherein the fixing assembly comprises a fixing bracket for fixing the detection device on a structure near the prefabricated pipe pile; the detection assembly comprises a detector for detecting the trend of a laser point of laser projected on the prefabricated pipe pile, and the detector is fixed at the top of the fixed support; the processing assembly comprises intelligent mobile equipment for processing the detection result of the detector to obtain the penetration of the prefabricated pipe. The utility model can effectively improve the measurement accuracy and the working efficiency.

Description

Device for detecting construction penetration of prefabricated pipe pile in reconstruction and expansion engineering
Technical Field
The utility model relates to the field of precast tubular pile construction, in particular to a precast tubular pile construction penetration detection device for reconstruction and extension engineering.
Background
Preformed pile penetration refers to the amount of sinking of the pile per hammer during driving, according to relevant highway engineering quality inspection standards. The final burst of hammers (10 shots are often taken) is often used as the penetration in construction with the average sinking per shot. Vibration and soil compaction during piling can cause larger penetration detection errors in the construction process of the precast pile.
In the construction process of the precast tubular pile, in order to ensure the quality and the construction efficiency of the precast tubular pile, accurate measurement of the penetration depth of the precast tubular pile is required. The traditional manual measurement method is not high in accuracy, low in working efficiency and difficult to meet the construction requirements of large-scale engineering.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model aims to provide a device for detecting the construction penetration of a prefabricated pipe pile in a reconstruction and expansion project, which can effectively improve the measurement accuracy and the working efficiency.
In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:
the fixing assembly comprises a fixing bracket used for fixing the detection device on a structure near the precast tubular pile;
the detection assembly comprises a detector for detecting the trend of a laser point of the laser projected on the precast tubular pile, and the detector is fixed on the top of the fixed support;
and the processing assembly comprises intelligent mobile equipment for processing the detection result of the detector to obtain the penetration of the prefabricated pipe.
On the basis of the technical scheme, the fixing support comprises a fixing frame, and the fixing frame is of a circular ring structure with one side open.
On the basis of the technical scheme, the fixing support comprises 2 fixing frames, the 2 fixing frames are arranged in parallel up and down, and connecting rods are arranged between the 2 fixing frames.
On the basis of the technical scheme, the upper end of the connecting rod is connected with one fixing frame, and the lower end of the connecting rod is connected with the other fixing frame.
On the basis of the technical scheme, the connecting rod is in a vertical state with the 2 fixing frames.
On the basis of the technical scheme, the top surface of the upper fixing frame in the 2 fixing frames is provided with horizontal bubbles.
On the basis of the technical scheme, the detector is positioned on the top surface of the upper fixing frame in the 2 fixing frames.
On the basis of the technical scheme, the rubber pad is arranged on the inner side surface of the fixing frame, and the rubber pad is arranged along the circumferential direction of the fixing frame.
On the basis of the technical scheme, the length of the rubber pad is the same as that of the fixing frame.
On the basis of the technical scheme, the end part, close to the opening, of the fixing frame is provided with a fixing hole.
Compared with the prior art, the utility model has the advantages that: the detection device is fixed on a structure near the precast tubular pile through the fixed support, the trend of the laser point of the precast tubular pile is detected based on the detector, the penetration degree of the precast tubular pile is obtained according to the detection result, the detection device is fixed by relying on the adjacent structure of the precast tubular pile, the influence of vibration and soil extrusion during piling is avoided when the penetration degree of the precast tubular pile is detected, the penetration degree can be accurately measured, the hammer collecting quality is ensured to improve the construction quality, and the measurement accuracy and the working efficiency are effectively improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural diagram of a device for detecting the construction penetration of a prefabricated pipe pile in a reconstruction and expansion project according to an embodiment of the present utility model;
fig. 2 is a flowchart of a method for detecting the construction penetration of a prefabricated pipe pile in a reconstruction and expansion engineering according to an embodiment of the present utility model.
In the figure: 1-fixed support, 2-detector, 3-mount, 4-connecting rod, 5-horizontal bubble, 6-rubber pad, 7-fixed orifices.
Detailed Description
The embodiment of the utility model provides a detection device for construction penetration of a prefabricated pipe pile in a reconstruction and expansion project, which is characterized in that a detection device is fixed on a structure near the prefabricated pipe pile through a fixed bracket 1, the trend of a laser point of the projected prefabricated pipe pile is detected based on a detector 2, the penetration of the prefabricated pipe pile is obtained according to a detection result, the fixation of the detection device is realized by the adjacent structure of the prefabricated pipe pile, the detection of the penetration of the prefabricated pipe pile is ensured not to be influenced by vibration and soil compaction during piling, thus the penetration can be accurately measured, the weight receiving quality is ensured, the construction quality is improved, and the measurement accuracy and the working efficiency are effectively improved.
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model.
Referring to fig. 1, the device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering provided by the embodiment of the utility model comprises a fixing assembly, a detecting assembly and a processing assembly.
For the fixing assembly, in particular, the fixing assembly includes a fixing bracket 1 for fixing the detecting device to a structure near the precast pile. Under the effect of the fixed support 1, the detection device can be fixed on a structure near the prefabricated pipe pile, so that the influence of vibration and soil compaction during piling is avoided when the penetration of the prefabricated pipe pile is detected, and the accuracy of a measurement result is ensured.
Further, the fixing support 1 comprises a fixing frame 3, and the fixing frame 3 is of a circular ring structure with an opening at one side. The fixed support 1 comprises 2 fixing frames 3, the 2 fixing frames 3 are arranged in parallel up and down, and a connecting rod 4 is arranged between the 2 fixing frames 3. The upper end of the connecting rod 4 is connected with one of the fixing frames 3, the lower end of the connecting rod 4 is connected with the other fixing frame 3, and the connecting rod 4 is in a vertical state with the 2 fixing frames 3. The end part of the fixed frame 3 close to the opening is provided with a fixed hole 7. The fixing frame 3 is not closed and is provided with a round hole so as to adapt to fixing various adjacent structures.
The top surface of the upper fixing frame 3 in the 2 fixing frames 3 is provided with a horizontal bubble 5, and the perpendicularity of the detection device is adjusted through the horizontal bubble 5.
For the detection component, specifically, the detection component includes the detector 2 that is used for detecting the laser spot trend of projection laser on the precast tubular pile, and detector 2 is fixed in the top of fixed bolster 1, and further, detector 2 is located the top surface of upper mount 3 among 2 mounts 3. The detector 2 is a sensor for detecting laser light. In the utility model, the laser projected on the precast tubular pile is detected by the detector 2, so that the distance between the laser projected laser spot and the detector 2 can be changed, and the detector 2 is not contacted with the precast tubular pile and is in a fixed state because the laser spot is in a fixed relation with the precast tubular pile, so that the variation of the penetration of the precast tubular pile can be obtained, and the measurement of the penetration of the precast tubular pile is realized. Further, a horizontal bubble 5 may be provided on the detector 2.
For the processing component, specifically, the processing component includes an intelligent mobile device for processing the detection result of the detector 2 to obtain the penetration of the prefabricated pipe, where the intelligent mobile device may be a mobile phone or a tablet. The detector 2 detects the laser to obtain a detection result, so that the penetration depth of the prefabricated pipe pile is perceived, the detection result is sent to the intelligent mobile equipment by the detector 2, and the intelligent mobile equipment analyzes and processes the detection result to obtain and display the penetration degree of the pipe pile.
In the utility model, a rubber pad 6 is arranged on the inner side surface of the fixing frame 3, and the rubber pad 6 is arranged along the circumferential direction of the fixing frame 3. The length of the rubber pad 6 is the same as the length of the fixing frame 3. Friction is increased by the rubber pad 6 to better secure the detection device to the structure near the precast pile.
According to the device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering, the construction penetration of the prefabricated pipe pile is rapidly and accurately measured through the linkage of the laser and the detector 2; the perpendicularity of the detection device can be guaranteed, and therefore measurement accuracy is improved. The fixing support 1 can be accurately attached to the prefabricated pipe pile, so that measurement errors caused by deviation are avoided; the measurement result can be processed and analyzed through the detector 2, so that the reliability and the accuracy of the measurement result are improved; the operation is simple, the operation is easy, and the penetration degree measurement of the prefabricated pipe pile can be rapidly realized; the method has higher applicability and can be widely applied to the detection of the construction penetration degree of various prefabricated pipe piles.
According to the device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering, the detection device is fixed on a structure nearby the prefabricated pipe pile through the fixing support 1, the trend of the laser point of the projection prefabricated pipe pile is detected based on the detector 2, the penetration of the prefabricated pipe pile is obtained according to the detection result, the fixing of the detection device is realized by the nearby structure of the prefabricated pipe pile, the condition that the penetration of the prefabricated pipe pile is detected is not affected by vibration and soil compaction during piling is guaranteed, the penetration can be accurately measured, the hammer collecting quality is guaranteed, the construction quality is improved, and the measurement accuracy and the working efficiency are effectively improved.
The embodiment of the utility model also provides a method for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering, which is realized based on the device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering, and is shown in fig. 2, and specifically comprises the following steps:
s1: fixing the detection device on a structure near the precast tubular pile based on the fixing bracket 1, and ensuring that the detection device is in a fixed state;
s2: setting a verticality meter at a construction position of the prefabricated pipe pile and adjusting the verticality of the detection device;
s3: the detector 2 is aligned with the laser on the precast pile, and the precast pile penetration is obtained based on the detection of the laser and displayed on the intelligent mobile device.
Namely, the detection device is fixed on a structure near the precast tubular pile through the fixed support 1, the position of the detection device is adjusted by arranging the perpendicularity meter at the construction position of the precast tubular pile so as to ensure the perpendicularity of the detection device, and meanwhile, the detector 2 is aligned with the laser on the precast tubular pile, the penetration of the precast tubular pile is obtained based on the detection of the laser, and data are automatically generated and displayed on the intelligent mobile equipment.
The penetration depth of the preformed pipe is accurately measured by the detector 2 and intelligent moving equipment. The measurement result of the detector is transmitted to the intelligent mobile equipment, and the measurement result is watched through the intelligent mobile equipment and then is processed and analyzed later.
In a possible implementation manner, the embodiment of the present utility model further provides a readable storage medium, where the readable storage medium is located in a PLC (Programmable Logic Controller ) controller, and a computer program is stored on the readable storage medium, and when the program is executed by a processor, the step of calculating the prefabricated pipe penetration by the detector 2 based on the detected variation of the laser light is implemented.
The storage media may take the form of any combination of one or more computer-readable media. The computer readable medium may be a computer readable signal medium or a computer readable storage medium. The computer readable storage medium may be, for example, but not limited to: an electrical, magnetic, optical, electromagnetic, infrared, or semiconductor system, apparatus, or device, or a combination of any of the foregoing. More specific examples (a non-exhaustive list) of the computer-readable storage medium would include the following: an electrical connection having one or more wires, a portable computer diskette, a hard disk, a Random Access Memory (RAM), a read-only memory (ROM), an erasable programmable read-only memory (EPROM or flash memory), an optical fiber, a portable compact disc read-only memory (CD-ROM), an optical storage device, a magnetic storage device, or any suitable combination of the foregoing. In this document, a computer readable storage medium may be any tangible medium that can contain, or store a program for use by or in connection with an instruction execution system, apparatus, or device.
The computer readable signal medium may include a propagated data signal with computer readable program code embodied therein, either in baseband or as part of a carrier wave. Such a propagated data signal may take any of a variety of forms, including, but not limited to, electro-magnetic, optical, or any suitable combination of the foregoing. A computer readable signal medium may also be any computer readable medium that is not a computer readable storage medium and that can communicate, propagate, or transport a program for use by or in connection with an instruction execution system, apparatus, or device. Program code embodied on a computer readable medium may be transmitted using any appropriate medium, including but not limited to: wireless, wire, fiber optic cable, RF, etc., or any suitable combination of the foregoing.
Computer program code for carrying out operations of the present utility model may be written in one or more programming languages, including an object oriented programming language such as Java, smalltalk, C ++ and conventional procedural programming languages, such as the "C" programming language or similar programming languages. The program code may execute entirely on the user's computer, partly on the user's computer, as a stand-alone software package, partly on the user's computer and partly on a remote computer or entirely on the remote computer or server. In the case of a remote computer, the remote computer may be connected to the user's computer through any kind of network, including a Local Area Network (LAN) or a Wide Area Network (WAN), or may be connected to an external computer (for example, through the Internet using an Internet service provider).
In the description of the present utility model, it should be noted that the azimuth or positional relationship indicated by the terms "upper", "lower", etc. are based on the azimuth or positional relationship shown in the drawings, and are merely for convenience of describing the present utility model and simplifying the description, and are not indicative or implying that the apparatus or element in question must have a specific azimuth, be constructed and operated in a specific azimuth, and thus should not be construed as limiting the present utility model. Unless specifically stated or limited otherwise, the terms "mounted," "connected," and "coupled" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
It should be noted that in the present utility model, relational terms such as "first" and "second" and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.
The foregoing is only a specific embodiment of the utility model to enable those skilled in the art to understand or practice the utility model. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present utility model is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (10)

1. The utility model provides a rebuild extension engineering precast tubular pile construction penetration detection device which characterized in that includes:
a fixing assembly comprising a fixing bracket (1) for fixing the detection device to a structure near the precast tubular pile;
the detection assembly comprises a detector (2) for detecting the trend of a laser point of laser projected on the precast tubular pile, and the detector (2) is fixed on the top of the fixed support (1);
and the processing assembly comprises intelligent mobile equipment for processing the detection result of the detector (2) to obtain the penetration of the prefabricated pipe.
2. The device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering according to claim 1, wherein the device comprises the following components: the fixing support (1) comprises a fixing frame (3), and the fixing frame (3) is of a circular ring structure with one side open.
3. The device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering according to claim 2, wherein the device comprises the following components: the fixing support (1) comprises 2 fixing frames (3), the 2 fixing frames (3) are arranged in parallel up and down, and a connecting rod (4) is arranged between the 2 fixing frames (3).
4. A construction penetration detection device for a prefabricated pipe pile in a reconstruction and expansion engineering according to claim 3, which is characterized in that: the upper end of the connecting rod (4) is connected with one fixing frame (3), and the lower end of the connecting rod (4) is connected with the other fixing frame (3).
5. The device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering according to claim 4, wherein the device comprises the following components: the connecting rod (4) is in a vertical state with the 2 fixing frames (3).
6. The device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering according to claim 2, wherein the device comprises the following components: the top surface of the upper fixing frame (3) in the 2 fixing frames (3) is provided with a horizontal bubble (5).
7. The device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering according to claim 2, wherein the device comprises the following components: the detector (2) is positioned on the top surface of the upper fixing frame (3) in the 2 fixing frames (3).
8. The device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering according to claim 2, wherein the device comprises the following components: a rubber pad (6) is arranged on the inner side surface of the fixing frame (3), and the rubber pad (6) is arranged along the circumferential direction of the fixing frame (3).
9. The device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering according to claim 8, wherein the device comprises the following components: the length of the rubber pad (6) is the same as that of the fixing frame (3).
10. The device for detecting the construction penetration of the prefabricated pipe pile in the reconstruction and expansion engineering according to claim 2, wherein the device comprises the following components: the end part of the fixing frame (3) close to the opening is provided with a fixing hole (7).
CN202321499034.0U 2023-06-12 2023-06-12 Device for detecting construction penetration of prefabricated pipe pile in reconstruction and expansion engineering Active CN220166912U (en)

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Application Number Priority Date Filing Date Title
CN202321499034.0U CN220166912U (en) 2023-06-12 2023-06-12 Device for detecting construction penetration of prefabricated pipe pile in reconstruction and expansion engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321499034.0U CN220166912U (en) 2023-06-12 2023-06-12 Device for detecting construction penetration of prefabricated pipe pile in reconstruction and expansion engineering

Publications (1)

Publication Number Publication Date
CN220166912U true CN220166912U (en) 2023-12-12

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ID=89060629

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Application Number Title Priority Date Filing Date
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