CN116106415A - A device for measuring the grouting compactness of prefabricated box girder corrugated pipe channels based on ultrasonic waves - Google Patents

A device for measuring the grouting compactness of prefabricated box girder corrugated pipe channels based on ultrasonic waves Download PDF

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CN116106415A
CN116106415A CN202310174351.3A CN202310174351A CN116106415A CN 116106415 A CN116106415 A CN 116106415A CN 202310174351 A CN202310174351 A CN 202310174351A CN 116106415 A CN116106415 A CN 116106415A
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prefabricated box
box girder
corrugated pipe
plane
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CN116106415B (en
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强立新
鹿波
刘月天
闫哲丞
冯斌
袁明龙
张朝
马杰
严铝
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CCCC First Highway Engineering Co Ltd
CCCC First Highway Fifth Engineering Co Ltd
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CCCC First Highway Fifth Engineering Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N29/00Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
    • G01N29/04Analysing solids
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N29/00Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
    • G01N29/22Details, e.g. general constructional or apparatus details
    • G01N29/26Arrangements for orientation or scanning by relative movement of the head and the sensor
    • G01N29/265Arrangements for orientation or scanning by relative movement of the head and the sensor by moving the sensor relative to a stationary material
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S15/00Systems using the reflection or reradiation of acoustic waves, e.g. sonar systems
    • G01S15/88Sonar systems specially adapted for specific applications
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S7/00Details of systems according to groups G01S13/00, G01S15/00, G01S17/00
    • G01S7/52Details of systems according to groups G01S13/00, G01S15/00, G01S17/00 of systems according to group G01S15/00
    • G01S7/521Constructional features

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  • Length Measuring Devices Characterised By Use Of Acoustic Means (AREA)
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Abstract

The invention discloses a device for measuring grouting compactness of a corrugated pipe hole channel of a prefabricated box girder based on ultrasonic waves, which comprises a supporting seat, wherein two sides of the supporting seat are fixedly connected with a guide rod respectively, each guide rod is connected with a sleeve in a sliding manner, the outer end of each sleeve is fixedly connected with an inclined rod, ultrasonic detection radars are arranged at intervals on the inclined rods, and two sides of each inclined rod are respectively connected with a plurality of supporting wheels in a rotating manner; the support seat is provided with a walking device. According to the invention, the distance between the two diagonal rods can be adjusted, the supporting seat can place the folded diagonal rods into the inner cavity of the prefabricated box girder and walk through the walking device, the inner cavity of the prefabricated box girder detects grouting compactness of the corrugated pipe duct through the ultrasonic detection radar, after the inner cavity of the prefabricated box girder is detected, the two diagonal rods are mutually far away, the walking device falls on the ground, the two diagonal rods are detected from the outside of the prefabricated box girder, and ultrasonic detection can be carried out from the inner side and the outer side of the prefabricated box girder, so that comprehensive detection is achieved.

Description

一种基于超声波测量预制箱梁波纹管孔道压浆密实性的装置A device for measuring the grouting compactness of prefabricated box girder corrugated pipe channels based on ultrasonic waves

技术领域technical field

本发明涉及箱梁预制件检测技术领域,尤其涉及一种基于超声波测量预制箱梁波纹管孔道压浆密实性的装置。The invention relates to the technical field of detection of box girder prefabricated parts, in particular to a device for measuring the grouting compactness of prefabricated box girder bellows channels based on ultrasonic waves.

背景技术Background technique

随着中国桥梁建设的高速发展,波纹管预应力混凝土结构得到广泛应用,其波纹管孔道压浆质量一直是人们关心的问题,当前的孔道波纹管压浆施工中经常出现压浆不密实、有空隙、孔道未被水泥浆完全充满等质量问题,导致质量安全事故频频发生,类似事故已引起工程界的强烈关注。With the rapid development of bridge construction in China, bellows prestressed concrete structures have been widely used. The grouting quality of bellows channels has always been a concern of people. In the current grouting construction of bellows channels, grouting is not dense, there are often Quality problems such as voids and channels not completely filled with cement slurry have led to frequent quality and safety accidents. Similar accidents have attracted strong attention from the engineering community.

现有技术一般通过探测雷达,电磁波雷达法,扫描箱梁埋设波纹管的位置,检测注浆密实度,电磁波雷达法还没有一种装置能够箱梁的内外兼顾的检测,或者扫描过箱梁内部后,还需要重新较为繁琐的调正才能对箱梁的外部进行检测,造成检测周期长。The existing technology generally scans the position of the bellows buried in the box girder by detecting radar and electromagnetic wave radar method to detect the grouting density. The electromagnetic wave radar method has no device that can detect both the inside and outside of the box girder, or scan the inside of the box girder. Finally, it is necessary to readjust and adjust the outside of the box girder, resulting in a long detection cycle.

发明内容Contents of the invention

本发明的目的是为了解决现有技术中存在的缺点,而提出的一种基于超声波测量预制箱梁波纹管孔道压浆密实性的装置,从而解决现有技术中存在的问题。The purpose of the present invention is to solve the shortcomings in the prior art, and propose a device for measuring the grouting compactness of the prefabricated box girder corrugated pipe channel based on ultrasonic waves, so as to solve the problems in the prior art.

为了实现上述目的,本发明采用了如下技术方案:In order to achieve the above object, the present invention adopts the following technical solutions:

一种基于超声波测量预制箱梁波纹管孔道压浆密实性的装置,包括支撑座,所述支撑座两侧分别固定连接一个导向杆,每个导向杆滑动连接一个套管,每个套管外端固定连接一个斜杆,所述斜杆间隔设有超声探测雷达,所述斜杆的两侧分别转动连接多个支撑轮;A device for measuring the grouting compactness of prefabricated box girder corrugated pipe channels based on ultrasonic waves, comprising a support base, a guide rod is fixedly connected to both sides of the support base, each guide rod is slidably connected to a sleeve, and the outside of each sleeve One end is fixedly connected to a slanting rod, and the slanting rod is provided with ultrasonic detection radars at intervals, and the two sides of the slanting rod are respectively connected to a plurality of support wheels by rotation;

所述支撑座上设有行走装置。A walking device is arranged on the support base.

优选地,所述行走装置包括箱体,所述箱体一侧固定连接支板,所述箱体设有第一平面和第二平面,第一平面和第二平面分别设有驱动轮,所述支撑座上侧设有导向槽,所述导向槽的相对的内壁分别设有滑槽,所述支板转动连接支撑轴,所述支撑轴滑动在导向槽内,所述支撑座两端分别螺纹连接限位杆,限位杆将支板平行锁紧在支撑座的端头。Preferably, the walking device includes a box body, one side of the box body is fixedly connected with a support plate, the box body is provided with a first plane and a second plane, and the first plane and the second plane are respectively provided with driving wheels, so that The upper side of the support seat is provided with guide grooves, and the opposite inner walls of the guide grooves are respectively provided with slide grooves. The support plate is rotatably connected to the support shaft, and the support shaft slides in the guide groove. The limit rod is threaded, and the limit rod locks the support plate parallel to the end of the support seat.

优选地,所述支板到第一平面的距离小于第二平面距离。Preferably, the distance from the support plate to the first plane is smaller than the distance from the second plane.

优选地,所述箱体内部设有空腔,所述空腔内设有配重块,所述箱体远离支板的一侧设有柜门。Preferably, a cavity is provided inside the box, a counterweight is provided in the cavity, and a cabinet door is provided on a side of the box away from the support plate.

优选地,所述导向杆与套管的内壁固定连接支撑弹簧。Preferably, the guide rod is fixedly connected to the inner wall of the casing to support the spring.

优选地,所述斜杆间隔固定连接多个支撑板,每个支撑板转动连接圆轴,所述圆轴固定连接平板,所述超声探测雷达的盒体与平板固定连接,所述平板设有通孔,所述斜杆上对称设有两个螺纹孔,所述通孔分别能够与螺纹孔同轴对正并螺纹连接锁紧螺栓。Preferably, the inclined rod is fixedly connected to a plurality of support plates at intervals, and each support plate is rotatably connected to a circular shaft, and the circular shaft is fixedly connected to the flat plate, and the box body of the ultrasonic detection radar is fixedly connected to the flat plate, and the flat plate is provided with Through holes, two threaded holes are symmetrically arranged on the oblique rod, and the through holes can be coaxially aligned with the threaded holes respectively and screwed with locking bolts.

本发明的优点在于:本发明所提供的一种基于超声波测量预制箱梁波纹管孔道压浆密实性的装置通过支撑座作为基准,使得两个套管滑动在支撑座两侧的导向杆上,两个斜杆的间距可以调节,能够将支撑座将收起的斜杆置入预制箱梁的内腔内并通过行走装置行走,由预制箱梁的内腔通过超声探测雷达对波纹管孔道压浆密实性进行检测,在预制箱梁的内腔检测完成后,两个斜杆相互远离,行走装置落在地面上,两个斜杆由预制箱梁的外部进行检测,能够从预制箱梁的内外两侧进行超声检测,即由波纹管孔道的两侧探测,从而探测全面。The advantage of the present invention is that: the device for measuring the grouting compactness of the prefabricated box girder corrugated pipe channel based on ultrasonic waves provided by the present invention uses the support base as a reference, so that the two casings slide on the guide rods on both sides of the support base, The distance between the two slanting bars can be adjusted, and the supporting seat can be placed into the inner cavity of the prefabricated box girder with the retracted slanting bar and walked through the walking device. After the inspection of the inner cavity of the prefabricated box girder is completed, the two inclined bars are separated from each other, and the walking device falls on the ground. The two inclined bars are tested from the outside of the prefabricated box girder. Ultrasonic testing is carried out on both sides of the inside and outside, that is, from both sides of the bellows channel, so as to detect comprehensively.

本发明通过去除限位杆的阻挡,配合支撑轴与导向槽的滑动作用,使得箱体由支撑座的一端翻转到另一端,随后在该端锁紧限位杆,限位杆对支板进行限位,从而使得箱体得以翻转,直接翻转箱体,使得斜杆不需要换向,只需往回运动,就可以对预制箱梁的外部进行探测,在内部探测调正位置后就无需调试,从而在内外检测过程中,提高工作效率。In the present invention, by removing the blocking of the limit rod and cooperating with the sliding action of the support shaft and the guide groove, the box body is turned over from one end of the support base to the other end, and then the limit rod is locked at this end, and the limit rod controls the supporting plate. Limit, so that the box body can be turned over, and the box body can be turned over directly, so that the tilt bar does not need to be reversed, and only needs to move back to detect the outside of the prefabricated box girder. After the internal detection and adjustment of the position, there is no need for debugging , so as to improve work efficiency in the process of internal and external detection.

附图说明Description of drawings

图1是本发明的基本结构示意图;Fig. 1 is a schematic diagram of the basic structure of the present invention;

图2是本发明的另一视角视图;Fig. 2 is another perspective view of the present invention;

图3是图2中的E处局部放大图;Fig. 3 is a partial enlarged view of E place in Fig. 2;

图4是本发明的箱体与支撑座的连接结构示意图;Fig. 4 is a schematic diagram of the connection structure between the box body and the support seat of the present invention;

图5是本发明的工作状态示意图。Fig. 5 is a schematic view of the working state of the present invention.

具体实施方式Detailed ways

为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

如图1-5所示,本发明提供的一种基于超声波测量预制箱梁波纹管孔道压浆密实性的装置,包括支撑座1,所述支撑座1两侧分别固定连接一个导向杆2,每个导向杆2滑动连接一个套管3,每个套管3外端固定连接一个斜杆4,所述斜杆4间隔设有超声探测雷达5,所述斜杆4的两侧分别转动连接多个支撑轮6;As shown in Figures 1-5, the present invention provides a device for measuring the grouting compactness of prefabricated box girder corrugated pipe channels based on ultrasonic waves, which includes a support base 1, and a guide rod 2 is fixedly connected to both sides of the support base 1. Each guide rod 2 is slidably connected to a casing 3, and the outer end of each casing 3 is fixedly connected to a diagonal rod 4, and the diagonal rod 4 is provided with ultrasonic detection radar 5 at intervals, and the two sides of the diagonal rod 4 are connected in rotation respectively. Multiple support wheels 6;

所述支撑座1上设有行走装置7。The supporting base 1 is provided with a running device 7 .

本发明通过支撑座1作为基准,使得两个套管3滑动在支撑座1两侧的导向杆2上,两个斜杆4的间距可以调节,能够将支撑座1将收起的斜杆4置入预制箱梁10的内腔内并通过行走装置7行走,由预制箱梁10的内腔通过超声探测雷达5对波纹管孔道压浆密实性进行检测,在预制箱梁10的内腔检测完成后,两个斜杆4相互远离,行走装置7落在地面上,两个斜杆4由预制箱梁10的外部进行检测,能够从预制箱梁10的内外两侧进行超声检测,即由波纹管孔道的两侧探测,从而探测全面。The present invention uses the support base 1 as a reference, so that the two bushings 3 slide on the guide rods 2 on both sides of the support base 1, the distance between the two oblique rods 4 can be adjusted, and the oblique rods 4 that the support base 1 will pack up can be adjusted. Put it into the inner cavity of the prefabricated box girder 10 and walk through the walking device 7. The inner cavity of the prefabricated box girder 10 is used to detect the grouting density of the bellows channel through the ultrasonic detection radar 5. In the inner cavity of the prefabricated box girder 10, the After completion, the two oblique bars 4 are separated from each other, and the running gear 7 falls on the ground. The two oblique bars 4 are detected from the outside of the prefabricated box girder 10, and ultrasonic testing can be performed from the inside and outside sides of the prefabricated box girder 10, that is, by Both sides of the bellows channel are detected, so that the detection is comprehensive.

所述行走装置7包括箱体71,所述箱体71一侧固定连接支板72,所述箱体71设有第一平面73和第二平面74,第一平面73和第二平面74分别设有驱动轮75,驱动轮75通过单独的驱动电机进行驱动,所述支撑座1上侧设有导向槽76,所述导向槽76的相对的内壁分别设有滑槽77,所述支板72转动连接支撑轴78,所述支撑轴78滑动在导向槽76内,所述支撑座1两端分别螺纹连接限位杆79,限位杆79将支板72平行锁紧在支撑座1的端头。The walking device 7 includes a box body 71, one side of the box body 71 is fixedly connected to a support plate 72, the box body 71 is provided with a first plane 73 and a second plane 74, and the first plane 73 and the second plane 74 are respectively A drive wheel 75 is provided, and the drive wheel 75 is driven by a separate drive motor. The upper side of the support seat 1 is provided with a guide groove 76, and the opposite inner walls of the guide groove 76 are respectively provided with chute 77. The support plate 72 is rotated to connect the support shaft 78, the support shaft 78 slides in the guide groove 76, and the two ends of the support seat 1 are respectively threaded to the limit rod 79, and the limit rod 79 locks the support plate 72 parallel to the support seat 1. end.

通过去除限位杆79的阻挡,配合支撑轴78与导向槽76的滑动作用,使得箱体71由支撑座1的一端翻转到另一端,随后在该端锁紧限位杆79,限位杆79对支板72进行限位,从而使得箱体71得以翻转,直接翻转箱体71,使得斜杆4不需要换向,只需往回运动,就可以对预制箱梁10的外部进行探测,在内部探测调正位置后就无需调试,从而在内外检测过程中,提高工作效率。By removing the blocking of the stop rod 79, and cooperating with the sliding action of the support shaft 78 and the guide groove 76, the box body 71 is turned from one end of the support seat 1 to the other end, and then the stop rod 79 is locked at this end, and the stop rod 79 limits the support plate 72, so that the box body 71 can be turned over, and the box body 71 is turned over directly, so that the oblique rod 4 does not need to change direction, and only needs to move back, so that the outside of the prefabricated box girder 10 can be detected. After the internal detection and adjustment of the position, there is no need for debugging, so that the work efficiency can be improved during the internal and external detection process.

所述箱体71内部设有空腔,所述空腔内设有配重块,所述箱体71远离支板72的一侧设有柜门711。The inside of the box body 71 is provided with a cavity, the cavity is provided with a counterweight, and the side of the box body 71 away from the support plate 72 is provided with a cabinet door 711 .

所述支板72到第一平面73的距离小于第二平面74距离;由于预制箱梁10内外的高度差,当第一平面73处于底面时,两个斜杆4的间距小,适用预制箱梁10内部的探测,而当箱体71翻转180度,使得第二平面74朝下时,为了弥补箱体71落到地面上的高度差,从而设计支板72到第一平面73的距离小于第二平面74距离,在翻转箱体71前,去除箱体71内的配重块,将箱体71翻转后搭到叉车或者现有托举车上,随后重新放入配重块,然后将箱体71缓慢下放落地后,箱体71由于内置配重块的缘由,能够避免由于斜杆4的原因可以造成的倾倒,提高稳定性。The distance from the support plate 72 to the first plane 73 is smaller than the distance from the second plane 74; due to the height difference inside and outside the prefabricated box girder 10, when the first plane 73 is on the bottom surface, the distance between the two inclined bars 4 is small, which is suitable for prefabricated box girders. When the box body 71 is turned over 180 degrees so that the second plane 74 faces downward, in order to make up for the height difference when the box body 71 falls to the ground, the distance between the support plate 72 and the first plane 73 is designed to be less than The distance from the second plane 74, before turning over the box body 71, remove the counterweight in the box body 71, turn over the box body 71 and put it on a forklift or an existing lift truck, then re-put the counterweight, and then put After the box body 71 is slowly lowered to the ground, the box body 71 can avoid toppling due to the inclined rod 4 due to the built-in counterweight, and improve the stability.

为了使得落地后的箱体71能够前进,预制箱梁10通过两个平行的垫板20上的多个液压千斤顶30进行支撑,当斜杆4行进到对应的液压千斤顶30时,该液压千斤顶30先缩回,使得斜杆4能够越过该液压千斤顶30的支撑点。In order to enable the box body 71 to move forward after landing, the prefabricated box girder 10 is supported by a plurality of hydraulic jacks 30 on two parallel backing plates 20. When the inclined rod 4 travels to the corresponding hydraulic jack 30, the hydraulic jack 30 Retract first, so that the inclined rod 4 can cross the support point of the hydraulic jack 30 .

所述导向杆2与套管3的内壁固定连接支撑弹簧31,使得两个斜杆4内侧的支撑轮6压触在预制箱梁10的外部,利用预制箱梁10自身对行走装置7的运动方向起到导向作用,快捷便利。The guide rod 2 and the inner wall of the sleeve 3 are fixedly connected to the support spring 31, so that the support wheels 6 on the inside of the two oblique rods 4 are pressed against the outside of the prefabricated box girder 10, and the movement of the prefabricated box girder 10 itself to the running device 7 is used. The direction plays a guiding role, which is fast and convenient.

所述斜杆4间隔固定连接多个支撑板51,每个支撑板51转动连接圆轴52,所述圆轴52固定连接平板53,所述超声探测雷达5的盒体与平板53固定连接,所述平板53设有通孔,所述斜杆4上对称设有两个螺纹孔54,所述通孔分别能够与螺纹孔54同轴对正并螺纹连接锁紧螺栓。The inclined rod 4 is fixedly connected to a plurality of support plates 51 at intervals, and each support plate 51 is rotatably connected to a circular shaft 52, and the circular shaft 52 is fixedly connected to a flat plate 53, and the box body of the ultrasonic detection radar 5 is fixedly connected to the flat plate 53, The flat plate 53 is provided with a through hole, and the oblique rod 4 is symmetrically provided with two threaded holes 54 , and the through holes can be coaxially aligned with the threaded holes 54 and screwed with locking bolts.

通过翻转超声探测雷达5的探测面,从而能够快速调整对预制箱梁10的内外进行超声检测,在需要将超声探测雷达5由斜杆4的一侧换到另一侧时,去除对应的锁紧螺栓,随后翻转超声探测雷达5,平板53的通孔对正另一侧的螺纹孔54,随后螺纹连接锁紧螺栓,从而改变超声探测雷达5的朝向,能够快速适应预制箱梁10的内外部超声探测作业,工作高效。By flipping the detection surface of the ultrasonic detection radar 5, it is possible to quickly adjust the ultrasonic detection on the inside and outside of the prefabricated box girder 10. Tighten the bolts, then turn over the ultrasonic detection radar 5, the through hole of the plate 53 is aligned with the threaded hole 54 on the other side, and then thread the locking bolts, thereby changing the orientation of the ultrasonic detection radar 5, which can quickly adapt to the inner surface of the prefabricated box girder 10. External ultrasonic detection operation, work efficiently.

工作原理,通过支撑座1作为基准,使得两个套管3滑动在支撑座1两侧的导向杆2上,两个斜杆4的间距可以调节,能够将支撑座1将收起的斜杆4置入预制箱梁10的内腔内并通过行走装置7行走,由预制箱梁10的内腔通过超声探测雷达5对波纹管孔道压浆密实性进行检测,在预制箱梁10的内腔检测完成后,去除箱体71内的配重块,将箱体71翻转后搭到叉车或者现有托举车上,随后重新放入配重块,然后将箱体71缓慢下放落地后,两个斜杆4由预制箱梁10的外部进行检测,能够从预制箱梁10的内外两侧进行超声检测,即由波纹管孔道的两侧探测,从而探测全面。The working principle is that the support base 1 is used as a reference, so that the two bushings 3 slide on the guide rods 2 on both sides of the support base 1, and the distance between the two oblique rods 4 can be adjusted, so that the support base 1 can fold up the oblique rods. 4. Put it into the inner cavity of the prefabricated box girder 10 and walk through the walking device 7. The inner cavity of the prefabricated box girder 10 uses the ultrasonic detection radar 5 to detect the grouting compactness of the bellows channel. After the detection is completed, the counterweight in the box body 71 is removed, the box body 71 is turned over and put on a forklift or an existing lift truck, and then the counterweight is put back in, and then the box body 71 is slowly lowered to the ground. The first inclined bar 4 is detected from the outside of the prefabricated box girder 10, and ultrasonic detection can be performed from the inside and outside of the prefabricated box girder 10, that is, from both sides of the bellows tunnel, so as to detect comprehensively.

尽管已经示出和描述了本发明的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本发明的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本发明的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes, modifications and substitutions can be made to these embodiments without departing from the principle and spirit of the present invention. and modifications, the scope of the invention is defined by the appended claims and their equivalents.

Claims (6)

1. The utility model provides a device based on prefabricated case roof beam bellows hole way mud jacking compactness of ultrasonic measurement, includes supporting seat (1), a guide bar (2) are fixed connection respectively to supporting seat (1) both sides, and every guide bar (2) sliding connection sleeve pipe (3), a diagonal rod (4) of every sleeve pipe (3) outer end fixed connection, diagonal rod (4) interval is equipped with ultrasonic detection radar (5), a plurality of supporting wheels (6) are rotated respectively to the both sides of diagonal rod (4);
the support seat (1) is provided with a walking device (7).
2. The device for measuring grouting compactness of corrugated pipe holes of prefabricated box girders based on ultrasonic waves according to claim 1, wherein the device is characterized in that: running gear (7) are including box (71), box (71) one side fixed connection extension board (72), box (71) are equipped with first plane (73) and second plane (74), and first plane (73) and second plane (74) are equipped with drive wheel (75) respectively, supporting seat (1) upside is equipped with guide way (76), the relative inner wall of guide way (76) is equipped with spout (77) respectively, extension board (72) rotate and connect back shaft (78), back shaft (78) slip is in guide way (76), screw thread connection gag lever post (79) are respectively at supporting seat (1) both ends, and gag lever post (79) are with extension board (72) parallel locking at the end of supporting seat (1).
3. The device for measuring grouting compactness of corrugated pipe holes of prefabricated box girders based on ultrasonic waves according to claim 2, wherein the device is characterized in that: the distance from the support plate (72) to the first plane (73) is smaller than the distance from the support plate to the second plane (74).
4. The device for measuring grouting compactness of corrugated pipe holes of prefabricated box girders based on ultrasonic waves according to claim 2, wherein the device is characterized in that: the inside cavity that is equipped with of box (71), be equipped with the balancing weight in the cavity, one side that the extension board (72) was kept away from to box (71) is equipped with cabinet door (711).
5. The device for measuring grouting compactness of corrugated pipe holes of prefabricated box girders based on ultrasonic waves according to claim 1, wherein the device is characterized in that: the guide rod (2) is fixedly connected with the inner wall of the sleeve (3) to support the spring (31).
6. An apparatus for measuring grouting compactness of a corrugated pipe hole channel of a prefabricated box girder based on ultrasonic waves according to any one of claims 1 to 5, wherein: the utility model discloses a locking device for the ultrasonic detection radar, including a plurality of backup pads (51) of diagonal bar (4), every backup pad (51) rotation connection circle axle (52), circle axle (52) fixed connection is dull and stereotyped (53), the box body and the dull and stereotyped (53) fixed connection of ultrasonic detection radar (5), dull and stereotyped (53) are equipped with the through-hole, the symmetry is equipped with two screw holes (54) on diagonal bar (4), the through-hole can be with screw hole (54) coaxial alignment and threaded connection locking bolt respectively.
CN202310174351.3A 2023-02-24 2023-02-24 Device for measuring grouting compactness of corrugated pipe hole channel of prefabricated box girder based on ultrasonic wave Active CN116106415B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116815628A (en) * 2023-06-20 2023-09-29 山东高速基础设施建设有限公司 Prestressed concrete box girder body quality detection system and method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203405446U (en) * 2013-08-02 2014-01-22 江苏法尔胜材料分析测试有限公司 Scanning device for ultrasonic phased array inspection of fillet weld of steel box girder U rib
CN112505151A (en) * 2021-02-03 2021-03-16 西南交通大学 Orthotropic steel bridge deck fatigue crack detection equipment and use method thereof
CN215618848U (en) * 2021-08-06 2022-01-25 章磊忠 Walking integral hydraulic prefabricated small box girder template structure
KR102382936B1 (en) * 2021-12-17 2022-04-12 국토안전관리원 Corrosion and water collection detection system of steel bridge waste members

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203405446U (en) * 2013-08-02 2014-01-22 江苏法尔胜材料分析测试有限公司 Scanning device for ultrasonic phased array inspection of fillet weld of steel box girder U rib
CN112505151A (en) * 2021-02-03 2021-03-16 西南交通大学 Orthotropic steel bridge deck fatigue crack detection equipment and use method thereof
CN215618848U (en) * 2021-08-06 2022-01-25 章磊忠 Walking integral hydraulic prefabricated small box girder template structure
KR102382936B1 (en) * 2021-12-17 2022-04-12 국토안전관리원 Corrosion and water collection detection system of steel bridge waste members

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116815628A (en) * 2023-06-20 2023-09-29 山东高速基础设施建设有限公司 Prestressed concrete box girder body quality detection system and method

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