CN118225590A - Cement concrete pavement strength testing device - Google Patents
Cement concrete pavement strength testing device Download PDFInfo
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- CN118225590A CN118225590A CN202410649518.1A CN202410649518A CN118225590A CN 118225590 A CN118225590 A CN 118225590A CN 202410649518 A CN202410649518 A CN 202410649518A CN 118225590 A CN118225590 A CN 118225590A
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- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
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- G—PHYSICS
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- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
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Abstract
Description
技术领域Technical Field
本发明涉及道路施工技术领域,尤其涉及一种水泥混凝土路面强度测试装置。The invention relates to the technical field of road construction, and in particular to a cement concrete pavement strength testing device.
背景技术Background technique
混凝土抗弯试验中施压点的位置对试验结果有重要影响,施压点的选择直接影响到试件的反应和应力分布情况,从而会影响到测得的抗弯强度,因此在进行混凝土的抗弯试验时,需要根据试件的尺寸、形状以及所需测试的性能特点合理选择施压点的位置,以确保试验结果的准确性。The position of the pressure point in the concrete flexural test has an important influence on the test results. The selection of the pressure point directly affects the response and stress distribution of the specimen, which in turn affects the measured flexural strength. Therefore, when conducting a concrete flexural test, it is necessary to reasonably select the position of the pressure point based on the size, shape and performance characteristics of the specimen to be tested to ensure the accuracy of the test results.
在现有的测量方式中,对于压点的位置,通常是人工测量得出,需要两压点与试块两端的距离相等,测量完成后,用记号笔进行标记,然后将施压的装置对准标记,开始试验,此方法由于人工测量、人工对准,压点位置容易产生误差,导致试验结果不准确;因此可采用一种新型的水泥混凝土路面强度测试装置来解决现有技术的不足之处。In the existing measurement method, the position of the pressure point is usually obtained by manual measurement, and the distance between the two pressure points and the two ends of the test block needs to be equal. After the measurement is completed, it is marked with a marker, and then the pressure-applying device is aligned with the mark to start the test. Due to manual measurement and manual alignment, this method is prone to errors in the position of the pressure points, resulting in inaccurate test results. Therefore, a new type of cement concrete pavement strength testing device can be used to solve the shortcomings of the existing technology.
发明内容Summary of the invention
本发明的目的是为了解决现有技术中存在问题,而提出的一种水泥混凝土路面强度测试装置。The purpose of the present invention is to solve the problems existing in the prior art and to propose a cement concrete pavement strength testing device.
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:
一种水泥混凝土路面强度测试装置,包括底座、混凝土试块,所述底座的两侧固定安装有支撑杆一,所述底座顶部设有施压部,施压部的顶部设有压点调节部,所述支撑杆一的顶部固定安装有限位板,所述限位板两侧固定安装有支撑杆二,所述支撑杆二内侧设置有夹持部;A cement concrete pavement strength testing device comprises a base and a concrete test block, wherein a first support rod is fixedly installed on both sides of the base, a pressure applying part is provided on the top of the base, a pressure point adjusting part is provided on the top of the pressure applying part, a limit plate is fixedly installed on the top of the first support rod, a second support rod is fixedly installed on both sides of the limit plate, and a clamping part is provided on the inner side of the second support rod;
压点调节部包括贴合在混凝土试块底部的两个支撑立板,两块所述支撑立板的内部均设有拼接构件,两个所述支撑立板一侧均固定安装有齿条,两个所述齿条呈水平设置,两个所述齿条相靠近的一侧共同啮合有齿轮,所述齿轮底端与支撑板呈转动安装,其中一个所述齿条的一侧固定安装有电动伸缩杆一,所述电动伸缩杆一与支撑板呈滑动插接安装,所述电动伸缩杆一的外壁固定安装有支架,所述支架的一侧固定安装有滑动块,所述滑动块与支撑杆二呈滑动安装;The pressure point adjustment part includes two support vertical plates attached to the bottom of the concrete test block, and the interiors of the two support vertical plates are provided with splicing components, and racks are fixedly installed on one side of the two support vertical plates, and the two racks are arranged horizontally, and the sides of the two racks close to each other are meshed with gears, and the bottom ends of the gears are rotatably installed with the support plates, and one side of one of the racks is fixedly installed with an electric telescopic rod 1, and the electric telescopic rod 1 is slidably plugged and installed with the support plate, and the outer wall of the electric telescopic rod 1 is fixedly installed with a bracket, and a sliding block is fixedly installed on one side of the bracket, and the sliding block is slidably installed with the support rod 2;
所述拼接构件包括两块活动板,两个所述活动板分别滑动安装于两个支撑立板的顶端,两个所述活动板呈相对设置,两个所述活动板的一侧均固定安装有多个弧形伸缩杆,多个所述弧形伸缩杆的外壁均套接有弧形弹簧,多个所述弧形弹簧两端均分别固定安装在活动板和支撑立板上;The splicing component includes two movable plates, the two movable plates are slidably mounted on the tops of the two supporting vertical plates respectively, the two movable plates are arranged opposite to each other, a plurality of arc-shaped telescopic rods are fixedly mounted on one side of the two movable plates, the outer walls of the plurality of arc-shaped telescopic rods are sleeved with arc-shaped springs, and both ends of the plurality of arc-shaped springs are fixedly mounted on the movable plate and the supporting vertical plate respectively;
所述夹持部包括顶板,所述顶板固定安装于支撑杆二顶端内侧,所述顶板内部设有联动构件,所述顶板顶部设有动力构件,所述顶板内开设有腔体,所述顶板底部开设有腔体相接通的矩形孔,所述顶板两侧开设有与腔体相接通的十字孔,所述顶板的矩形孔滑动安装有两块滑动板,两个所述滑动板底部均固定安装有支板,两块所述支板底部均与混凝土试块呈贴合设置,其中一个所述支板两侧固定安装有支撑块,另一个所述支板一侧固定安装有夹板一,所述支撑块一侧固定安装有锁定构件,所述支撑块内部转动安装有转轴,所述转轴外壁固定安装有夹板二,所述夹板一、夹板二分别贴合在混凝土试块两侧。The clamping part includes a top plate, which is fixedly installed on the inner side of the top end of the second support rod, a linkage component is provided inside the top plate, a power component is provided on the top of the top plate, a cavity is opened in the top plate, a rectangular hole connected to the cavity is opened at the bottom of the top plate, and cross holes connected to the cavity are opened on both sides of the top plate, two sliding plates are slidably installed in the rectangular hole of the top plate, and support plates are fixedly installed at the bottom of the two sliding plates, and the bottoms of the two support plates are both fitted with the concrete test block, one of the support plates is fixedly installed with support blocks on both sides, and the other support plate is fixedly installed with a first clamping plate on one side, and a locking component is fixedly installed on one side of the support block, a rotating shaft is rotatably installed inside the support block, and a second clamping plate is fixedly installed on the outer wall of the rotating shaft, and the first clamping plate and the second clamping plate are respectively fitted on both sides of the concrete test block.
在上述的一种水泥混凝土路面强度测试装置中,所述滑动块为T形,所述支撑杆二内开设有T形滑槽,所述滑动块通过T形滑槽与支撑杆二呈滑动安装设置。In the above-mentioned cement concrete pavement strength testing device, the sliding block is T-shaped, a T-shaped sliding groove is provided in the second support rod, and the sliding block is slidably installed with the second support rod through the T-shaped sliding groove.
在上述的一种水泥混凝土路面强度测试装置中,所述动力构件包括防护架,所述防护架固定安装于顶板的顶部,所述顶板顶部且位于防护架底部固定安装有安装架,所述安装架顶部固定安装有电动伸缩杆二。In the above-mentioned cement concrete pavement strength testing device, the power component includes a protective frame, which is fixedly installed on the top of the top plate, and a mounting frame is fixedly installed on the top of the top plate and at the bottom of the protective frame, and an electric telescopic rod 2 is fixedly installed on the top of the mounting frame.
在上述的一种水泥混凝土路面强度测试装置中,所述联动构件包括两个限位架,两个所述限位架分别固定安装于电动伸缩杆二两端,两个所述限位架的底端均转动安装有转杆,所述转杆位于顶板的腔体内,且通过顶板的十字孔与顶板呈滑动安装设置,两个所述转杆的一端分别与两个滑动板呈铰接安装。In the above-mentioned cement concrete pavement strength testing device, the linkage component includes two limit frames, which are respectively fixedly installed on the two ends of the electric telescopic rod, and the bottom ends of the two limit frames are rotatably installed with rotating rods. The rotating rods are located in the cavity of the top plate and are slidably installed with the top plate through the cross hole of the top plate. One end of the two rotating rods is respectively hinged to the two sliding plates.
在上述的一种水泥混凝土路面强度测试装置中,所述锁定构件包括棘轮,所述棘轮固定安装在支撑块一侧,所述棘轮外壁卡合有插杆,所述插杆一侧固定安装有滑柱,所述滑柱与转轴呈滑动插接安装,所述滑柱一侧固定安装有直筒弹簧,所述直筒弹簧另一侧固定安装于转轴内壁。In the above-mentioned cement concrete pavement strength testing device, the locking component includes a ratchet, which is fixedly mounted on one side of the support block, and the outer wall of the ratchet is engaged with an insertion rod, and a sliding column is fixedly mounted on one side of the insertion rod, and the sliding column is slidably plug-in mounted on the rotating shaft, and a straight spring is fixedly mounted on one side of the sliding column, and the other side of the straight spring is fixedly mounted on the inner wall of the rotating shaft.
在上述的一种水泥混凝土路面强度测试装置中,所述滑柱的外壁固定安装有花键轴,所述转轴内开设有花键槽,所述花键轴通过花键槽与转轴呈滑动安装设置。In the above-mentioned cement concrete pavement strength testing device, a spline shaft is fixedly mounted on the outer wall of the sliding column, a spline groove is provided in the rotating shaft, and the spline shaft is slidably mounted with the rotating shaft through the spline groove.
在上述的一种水泥混凝土路面强度测试装置中,所述施压部包括液压缸,所述液压缸固定安装于底座顶部,所述液压缸顶部固定安装有推盘,所述推盘顶部中间固定安装有推杆,所述推盘顶部固定安装有两个限位滑杆,两个所述限位滑杆、顶部均与支撑板呈固定安装,所述推杆固定安装于支撑板底部。In the above-mentioned cement concrete pavement strength testing device, the pressure-applying part includes a hydraulic cylinder, which is fixedly installed on the top of the base, a push plate is fixedly installed on the top of the hydraulic cylinder, a push rod is fixedly installed in the middle of the top of the push plate, and two limit sliding bars are fixedly installed on the top of the push plate. The two limit sliding bars and the top are fixedly installed on the support plate, and the push rod is fixedly installed on the bottom of the support plate.
在上述的一种水泥混凝土路面强度测试装置中,所述限位板内开设有矩形孔和两个圆孔,所述限位板通过矩形孔与推杆呈滑动安装设置,所述限位板通过两个圆孔与两个限位滑杆呈滑动安装设置。In the above-mentioned cement concrete pavement strength testing device, a rectangular hole and two circular holes are opened in the limit plate, the limit plate is slidably installed with the push rod through the rectangular hole, and the limit plate is slidably installed with the two limit sliding rods through the two circular holes.
与现有的技术相比,本发明优点在于:Compared with the prior art, the present invention has the following advantages:
1:通过电动伸缩杆一驱动,可对两个支撑立板的位置进行同时调节,且两个支撑立板与混凝土试块两端的距离始终相同,无需人工在混凝土试块上测量标记来确认压点位置,还能够将两个支撑立板合并,成为一个施压点,方便在两个施压点和一个施压点之间切换。1: The positions of the two support plates can be adjusted simultaneously by driving the electric telescopic rod, and the distances between the two support plates and the two ends of the concrete test block are always the same. There is no need to manually measure marks on the concrete test block to confirm the pressure point position. The two support plates can also be merged into one pressure point, which is convenient for switching between two pressure points and one pressure point.
2:在向上移动混凝土试块的同时对混凝土试块两侧进行夹持,能够快速地将混凝土试块的位置固定,同时提供锁定构件,能够调整夹板二的角度,以便于混凝土试块放入夹板一、夹板二之间,利用夹板一的直角与混凝土试块侧面直角贴合,再进行夹持,能够让混凝土试块保持水平。2: Clamping both sides of the concrete test block while moving it upward can quickly fix the position of the concrete test block. At the same time, a locking component is provided to adjust the angle of the second clamping plate so that the concrete test block can be placed between the first and second clamping plates. The right angle of the first clamping plate is fitted at a right angle to the side of the concrete test block, and then clamping is performed to keep the concrete test block level.
3:现有的混凝土强度测试中,使用施压点向下压迫放置在两凸点上的混凝土试块,这时混凝土试块所受到的压迫力,是施压力加上混凝土试块自身的重量,而利用向上推动混凝土试块使其抵扣在支板上,采用向上推动来进行混凝土试块强度测试,能够避免混凝土试块自身重量干涉试验结果。3: In the existing concrete strength test, a pressure point is used to press down on the concrete test block placed on the two protrusions. At this time, the pressure on the concrete test block is the pressure plus the weight of the concrete test block itself. The concrete test block is pushed upward to make it buckle against the support plate. The upward push is used to perform the concrete test block strength test, which can avoid the concrete test block's own weight interfering with the test results.
综上所述,本发明通过电动伸缩杆一驱动,可对两个支撑立板的位置进行同时调节,且两个支撑立板与混凝土试块两端的距离始终相同,无需人工在混凝土试块上测量标记来确认压点位置,还能够将两个支撑立板合并,成为一个施压点,方便在两个施压点和一个施压点之间切换,对混凝土试块两侧进行夹持,能够快速地将混凝土试块的位置固定,能够避免重力影响到混凝土试块的测试数据。To summarize, the present invention is driven by an electric telescopic rod, and the positions of the two supporting uprights can be adjusted simultaneously. The distances between the two supporting uprights and the two ends of the concrete test block are always the same, and there is no need to manually measure marks on the concrete test block to confirm the pressure point position. The two supporting uprights can also be merged into one pressure point, which is convenient for switching between two pressure points and one pressure point. The two sides of the concrete test block can be clamped, and the position of the concrete test block can be quickly fixed, which can prevent gravity from affecting the test data of the concrete test block.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
下面结合附图对本发明的具体实施方式作进一步详细的说明,其中:The specific embodiments of the present invention are further described in detail below in conjunction with the accompanying drawings, wherein:
图1为本发明提出的一种水泥混凝土路面强度测试装置的结构示意图;FIG1 is a schematic structural diagram of a cement concrete pavement strength testing device proposed by the present invention;
图2为图1的拆分结构示意图;FIG2 is a schematic diagram of the split structure of FIG1 ;
图3为1中去除夹持部的结构示意图;FIG3 is a schematic diagram of the structure of FIG1 without the clamping portion;
图4为压点调节部结构示意图;FIG4 is a schematic diagram of the structure of the pressure point adjustment unit;
图5为图4的俯视结构示意图;FIG5 is a schematic diagram of the top view of the structure of FIG4;
图6为支撑立板结构示意图;Figure 6 is a schematic diagram of the supporting vertical plate structure;
图7为夹持部结构示意图;Fig. 7 is a schematic diagram of the structure of the clamping part;
图8为图7翻转后的结构示意图;FIG8 is a schematic diagram of the structure after FIG7 is flipped;
图9为顶板结构示意图;Figure 9 is a schematic diagram of the top plate structure;
图10为图7中去除顶板结构示意图;FIG10 is a schematic diagram of the structure of FIG7 with the top plate removed;
图11为电动推杆结构示意图;FIG11 is a schematic diagram of the electric push rod structure;
图12为图10中去除转杆、限位架、电动推杆的结构示意图;FIG12 is a schematic diagram of the structure of FIG10 without the rotating rod, the limiting frame, and the electric push rod;
图13为锁定构件结构示意图;FIG13 is a schematic diagram of the locking member structure;
图14为锁定构件拆分结构示意图。FIG. 14 is a schematic diagram of the disassembled structure of the locking component.
图中:1底座、2液压缸、3推盘、4限位滑杆、5推杆、6支撑板、7混凝土试块、8限位板、9顶板、10支撑杆一、11支撑杆二、12支架、13电动伸缩杆一、14支撑立板、15滑动块、16齿条、17齿轮、18活动板、19弧形伸缩杆、20弧形弹簧、21电动伸缩杆二、22夹板一、23支板、24夹板二、25防护架、26限位架、27滑动板、28转杆、29安装架、30支撑块、31转轴、32棘轮、33插杆、34滑柱。In the figure: 1 base, 2 hydraulic cylinder, 3 push plate, 4 limit slide rod, 5 push rod, 6 support plate, 7 concrete test block, 8 limit plate, 9 top plate, 10 support rod 1, 11 support rod 2, 12 bracket, 13 electric telescopic rod 1, 14 support vertical plate, 15 sliding block, 16 rack, 17 gear, 18 movable plate, 19 arc telescopic rod, 20 arc spring, 21 electric telescopic rod 2, 22 splint 1, 23 support plate, 24 splint 2, 25 protective frame, 26 limit frame, 27 sliding plate, 28 rotating rod, 29 mounting frame, 30 support block, 31 rotating shaft, 32 ratchet, 33 plug rod, 34 sliding column.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
参照图1-图3,一种水泥混凝土路面强度测试装置,包括底座1、混凝土试块7、支撑杆一10,支撑杆一10固定安装于底座1两侧,底座1顶部固定安装有液压缸2,液压缸2为推动混凝土试块7向上移动,并测试混凝土试块7强度的动力源,液压缸2顶部固定安装有推盘3,推盘3顶部两侧固定安装有限位滑杆4,推盘3顶部中间固定安装有推杆5,支撑杆一10顶部内侧固定安装有限位板8,限位板8内开设有矩形孔、圆孔限位板8通过矩形孔与推杆5呈滑动安装设置,限位板8通过圆孔与限位滑杆4呈滑动安装设置,通过限位滑杆4、推杆5和限位板8滑动配合起到导向作用,推杆5和限位板8上共同安装有支撑板6。Referring to Figures 1 to 3, a cement concrete pavement strength testing device comprises a base 1, a concrete test block 7, and a support rod 10. The support rod 10 is fixedly installed on both sides of the base 1. A hydraulic cylinder 2 is fixedly installed on the top of the base 1. The hydraulic cylinder 2 is a power source for pushing the concrete test block 7 to move upward and testing the strength of the concrete test block 7. A push plate 3 is fixedly installed on the top of the hydraulic cylinder 2. Limiting slide bars 4 are fixedly installed on both sides of the top of the push plate 3. A push rod 5 is fixedly installed in the middle of the top of the push plate 3. A limiting plate 8 is fixedly installed on the inner side of the top of the support rod 10. A rectangular hole and a circular hole are opened in the limiting plate 8. The limiting plate 8 is slidably installed with the push rod 5 through the rectangular hole. The limiting plate 8 is slidably installed with the limiting slide bar 4 through the circular hole. The limiting plate 8 plays a guiding role through the sliding cooperation of the limiting slide bar 4, the push rod 5 and the limiting plate 8. A support plate 6 is installed on the push rod 5 and the limiting plate 8.
液压缸2启动,推动推盘3、限位滑杆4、推杆5推动支撑板6向上移动,支撑板6通过支撑立板14放置有混凝土试块7,通过液压缸2的动力推动支撑立板14上的混凝土试块7,使其抵扣在支板23底部,完成测试,向上移动的测试能够避免混凝土试块7自身重力导致测试结果产生误差。The hydraulic cylinder 2 is started, pushing the push plate 3, the limit slide rod 4, and the push rod 5 to push the support plate 6 to move upward. The support plate 6 is placed with a concrete test block 7 through the support vertical plate 14. The concrete test block 7 on the support vertical plate 14 is pushed by the power of the hydraulic cylinder 2 to be buckled against the bottom of the support plate 23 to complete the test. The upward moving test can avoid errors in the test results caused by the gravity of the concrete test block 7 itself.
参照图3-图5,支撑板6内开设有滑动槽,支撑板6通过滑动槽与两个支撑立板14呈滑动安装,两个支撑立板14相靠近的一侧均固定安装有齿条16,两个齿条16呈水平设置,两个齿条16均通过滑套与支撑板6呈滑动安装,两个齿条16的外壁共同啮合有齿轮17,齿轮17转动安装在支撑板6一侧,其中一个齿条16的一端固定安装有电动伸缩杆一13的伸出端,电动伸缩杆一13带动其中一个齿条16在滑套内移动,并通过齿轮17带动另一个齿条16移动,从而控制两个支撑立板14相互靠近和远离,电动伸缩杆一13的伸出端与支撑板6呈滑动插接设置,电动伸缩杆一13的外壁固定安装有支架12,支架12一侧固定安装有滑动块15,滑动块15的形状具体设置为T形(图中未画出T形),限位板8两侧固定安装有支撑杆二11,支撑杆二11内开设有与滑动块15相配合的T形滑槽,支撑杆二11的T形滑槽与滑动块15呈滑动安装,滑动块15与支撑杆二11相配合为电动伸缩杆一13提供限位,避免电动伸缩杆一13伸出端推动本体向后移动,由于滑动块15的T形设置,支架12能够始终保持水平,混凝土试块7放置于支撑立板14的顶部。Referring to Figures 3 to 5, a sliding groove is provided in the support plate 6, and the support plate 6 is slidably installed with the two support vertical plates 14 through the sliding groove. A rack 16 is fixedly installed on the side close to the two support vertical plates 14. The two racks 16 are horizontally arranged. The two racks 16 are slidably installed with the support plate 6 through a sliding sleeve. The outer walls of the two racks 16 are meshed with a gear 17, and the gear 17 is rotatably installed on one side of the support plate 6. One end of one of the racks 16 is fixedly installed with the protruding end of the electric telescopic rod 13. The electric telescopic rod 13 drives one of the racks 16 to move in the sliding sleeve, and drives the other rack 16 to move through the gear 17, thereby controlling the two support vertical plates 14 to move closer to and away from each other, and the electric telescopic rod 13 The protruding end is slidably connected with the support plate 6, and a bracket 12 is fixedly installed on the outer wall of the electric telescopic rod 13. A sliding block 15 is fixedly installed on one side of the bracket 12. The shape of the sliding block 15 is specifically set to be T-shaped (the T-shape is not drawn in the figure), and support rods 11 are fixedly installed on both sides of the limit plate 8. A T-shaped slide groove matching the sliding block 15 is opened in the support rod 11. The T-shaped slide groove of the support rod 11 is slidably installed with the sliding block 15. The sliding block 15 cooperates with the support rod 11 to provide a limit for the electric telescopic rod 13 to prevent the protruding end of the electric telescopic rod 13 from pushing the body to move backward. Due to the T-shaped setting of the sliding block 15, the bracket 12 can always remain horizontal, and the concrete test block 7 is placed on the top of the supporting vertical plate 14.
通过电动伸缩杆一13控制齿条16的在支撑板6内滑动,从而控制支撑立板14移动,通过齿轮17使两个齿条16同时滑动,从而控制两个支撑立板14相互远离或靠近,无需人工进行测量调节,同时能够保持本装置的压点两侧与混凝土试块7之间的距离始终相等。The rack 16 is controlled to slide in the support plate 6 by an electric telescopic rod 13, thereby controlling the movement of the support vertical plate 14. The two racks 16 are made to slide simultaneously by a gear 17, thereby controlling the two support vertical plates 14 to move away from or close to each other. No manual measurement and adjustment is required, and at the same time, the distance between the pressure point of the device and the concrete test block 7 on both sides can be kept equal.
参照图6,两个支撑立板14顶端分别滑动安装有相对的活动板18,两个活动板18的一侧均固定安装有弧形伸缩杆19,弧形伸缩杆19另一端固定安装在支撑立板14上,弧形伸缩杆19的外壁套有弧形弹簧20,弧形弹簧20的两端分别固定安装在活动板18和支撑立板14上。Referring to Figure 6, relative movable plates 18 are slidably installed on the top of the two supporting vertical plates 14, and an arc-shaped telescopic rod 19 is fixedly installed on one side of the two movable plates 18. The other end of the arc-shaped telescopic rod 19 is fixedly installed on the supporting vertical plate 14, and the outer wall of the arc-shaped telescopic rod 19 is sleeved with an arc-shaped spring 20, and the two ends of the arc-shaped spring 20 are fixedly installed on the movable plate 18 and the supporting vertical plate 14 respectively.
在两个支撑立板14相互靠近,贴紧到一起时,弧形伸缩杆19收缩,使得两个支撑立板14合并成一个顶部具有弧度的压点,能够实现两压点和一压点之间的切换,从而适应两种不同的测试模式。When the two support plates 14 are close to each other, the arc-shaped telescopic rod 19 contracts, so that the two support plates 14 are combined into a pressure point with an arc on the top, which can realize switching between two pressure points and one pressure point, thereby adapting to two different test modes.
参照图1、图2以及图7-图12,支撑杆二11的顶部内侧固定安装有顶板9,顶板9顶部固定安装有防护架25,顶板9顶部且位于防护架25底部的位置固定安装有安装架29,安装架29顶部固定安装有电动伸缩杆二21,电动伸缩杆二21为双向推杆,能够向两边进行伸缩,电动伸缩杆二21两端均固定安装有限位架26,两个限位架26的底部转动安装有转杆28,限位架26、转杆28采用连杆形式传动,相比传统夹持采用齿轮、齿条等结构,具有可承受压力更大的特点,使电动伸缩杆二21可对限位架26、转杆28输出更大功率,以驱动夹板二24用更大的力量对混凝土试块7进行夹持,增加混凝土试块7的稳定性,两个转杆28的另一端均铰接有滑动板27,两个滑动板27底部固定安装有支板23,其中一个支板23的两侧均固定安装有支撑块30,另一个支板23一侧固定安装有夹板一22,支撑块30内转动安装有转轴31,转轴31的外壁固定安装有夹板二24,顶板9内部开设有腔体,顶板9的底部开设有与腔体相接通的矩形孔,顶板9的侧面开设有与腔体相接通的十字孔,滑动板27通过矩形孔与顶板9呈滑动安装,且顶板9位于滑动板27与支板23之间(详见图8),通过滑动板27的十字形状设计,能够起到限制滑动板27因重力影响向下移动的作用,转杆28位于顶板9的腔体内,且转杆28通过十字孔与顶板9呈滑动安装,通过十字孔能够部分突出来到顶板9外部(详见图8),两个转杆28均倾斜设置在顶板9内,且两个转杆28呈水平设置。With reference to Fig. 1, Fig. 2 and Fig. 7-12, a top plate 9 is fixedly installed on the inner side of the top of the support rod 11, a protective frame 25 is fixedly installed on the top of the top plate 9, a mounting frame 29 is fixedly installed on the top of the top plate 9 and at the bottom of the protective frame 25, an electric telescopic rod 21 is fixedly installed on the top of the mounting frame 29, the electric telescopic rod 21 is a two-way push rod that can be telescoped to both sides, both ends of the electric telescopic rod 21 are fixedly installed with limit frames 26, and a rotating rod 28 is rotatably installed at the bottom of the two limit frames 26. The limit frames 26 and the rotating rod 28 are driven by connecting rods. Compared with the traditional clamping structure using gears, racks and the like, it has the characteristic of being able to withstand greater pressure, so that the electric telescopic rod 21 can output greater power to the limit frames 26 and the rotating rod 28, so as to drive the clamping plate 24 to clamp the concrete test block 7 with greater force, thereby increasing the stability of the concrete test block 7, and the other ends of the two rotating rods 28 are hinged with sliding plates 27, and the bottoms of the two sliding plates 27 A support plate 23 is fixedly installed on the top, and support blocks 30 are fixedly installed on both sides of one of the support plates 23, and a clamping plate 22 is fixedly installed on one side of the other support plate 23. A rotating shaft 31 is rotatably installed in the support block 30, and a clamping plate 24 is fixedly installed on the outer wall of the rotating shaft 31. A cavity is opened inside the top plate 9, and a rectangular hole connected to the cavity is opened at the bottom of the top plate 9, and a cross hole connected to the cavity is opened on the side of the top plate 9. The sliding plate 27 is slidably installed with the top plate 9 through the rectangular hole, and the top plate 9 is located between the sliding plate 27 and the support plate 23 (see Figure 8 for details). The cross-shaped design of the sliding plate 27 can limit the sliding plate 27 from moving downward due to gravity. The rotating rod 28 is located in the cavity of the top plate 9, and the rotating rod 28 is slidably installed with the top plate 9 through the cross hole, and can partially protrude to the outside of the top plate 9 through the cross hole (see Figure 8 for details). The two rotating rods 28 are both inclinedly arranged in the top plate 9, and the two rotating rods 28 are horizontally arranged.
参照图12-图14,支撑块30一侧固定安装有棘轮32,棘轮32的外壁内卡合有插杆33,插杆33的一侧固定安装有滑柱34,滑柱34为花键轴,转轴31内开设有与滑柱34相配合的花键槽(图中未画出),以此实现滑柱34与转轴31滑动插接,且两者之间无法转动,滑柱34的一侧固定安装有直筒弹簧(图中未画出),直筒弹簧位于花键槽内,且远离滑柱34的另一端固定安装于转轴31内壁,且远离滑柱34的一端与转轴31呈固定安装,利用直筒弹簧回弹力方便插杆33的复位,同时直筒弹簧的最大拉伸长度也为滑柱34提供了滑动限位,避免滑柱34脱离转轴31内部,直筒弹簧提供回弹力方便滑柱34的复位。The cam 33 is provided with a plurality of cams 34, each of which is provided with a plurality of cams 34a and 34b, and the cam 33a is provided with a plurality of cams 34b.
在对混凝土试块7进行夹持时,通过电动伸缩杆二21驱动两个限位架26移动,并带动转杆28产生角度变化,使得转杆28将滑动板27拉回,同时将滑动板27上的支撑块30、夹板二24拉回,使得夹板二24对混凝土试块7的两侧进行夹持,夹板二24与混凝土试块7侧面相贴合,以避免测试过程中混凝土试块7滑落。When the concrete test block 7 is clamped, the two limit frames 26 are driven to move by the electric telescopic rod 21, and the rotating rod 28 is driven to change its angle, so that the rotating rod 28 pulls back the sliding plate 27, and at the same time pulls back the supporting block 30 and the second clamping plate 24 on the sliding plate 27, so that the second clamping plate 24 clamps both sides of the concrete test block 7, and the second clamping plate 24 fits with the side of the concrete test block 7 to prevent the concrete test block 7 from slipping during the test.
在进行混凝土试块7的放置之前,夹板二24的位置会阻挡混凝土试块7的放入,这时通过拉插杆33将滑柱34从转轴31内拔出,使得插杆33的卡柱脱离棘轮32内,即可转动转轴31,转轴31转动带动夹板二24转动,通过转动夹板二24使夹板二24水平后,松开插杆33使得直筒弹簧带动插杆33回弹,插杆33的卡柱重新卡在棘轮32的棘齿之间,即可完成对夹板二24的转动限制,夹板二24水平可方便混凝土试块7的放入。Before placing the concrete test block 7, the position of the second clamp plate 24 will block the placement of the concrete test block 7. At this time, the sliding column 34 is pulled out from the shaft 31 by pulling the insertion rod 33, so that the clamping column of the insertion rod 33 is disengaged from the ratchet 32, and the shaft 31 can be rotated. The rotation of the shaft 31 drives the second clamp plate 24 to rotate. After the second clamp plate 24 is rotated to make the second clamp plate 24 horizontal, the insertion rod 33 is loosened so that the straight spring drives the insertion rod 33 to rebound, and the clamping column of the insertion rod 33 is re-stuck between the ratchet teeth of the ratchet 32, thereby completing the rotation restriction of the second clamp plate 24. The second clamp plate 24 is horizontal to facilitate the placement of the concrete test block 7.
本装置的具体操作步骤如下:The specific operation steps of this device are as follows:
首先进行压点的调节,根据混凝土路面的合格标准,制定合适的测试试验,在贴合压点位置时只需要通过电动伸缩杆一13驱动齿条16向前移动,带动齿轮17转动,从而带动另一个齿条16移动,带动支撑立板14相互聚拢,使得支撑立板14达到合适位置后,即可开始后续试验,也可将两个支撑立板14聚拢,从而进行单压点试验,两个支撑立板14贴合后,活动板18缩回支撑立板14内,并压缩弧形伸缩杆19和弧形弹簧20。First, adjust the pressure point, and formulate a suitable test according to the qualified standards of concrete pavement. When the pressure point is in place, it is only necessary to drive the rack 16 forward through the electric telescopic rod 13 to drive the gear 17 to rotate, thereby driving the other rack 16 to move, and driving the support vertical plates 14 to gather together. After the support vertical plates 14 reach the appropriate position, the subsequent test can be started, or the two support vertical plates 14 can be gathered together to carry out a single pressure point test. After the two support vertical plates 14 are in place, the movable plate 18 retracts into the support vertical plate 14 and compresses the arc-shaped telescopic rod 19 and the arc-shaped spring 20.
然后操作夹板二24上的锁定构件,通过向外拔出插杆33,使得插杆33的卡柱脱离棘轮32的棘齿之间,这个过程中会拉长直筒弹簧,在卡柱脱离棘轮32后,转轴31即可进行转动,通过转动插杆33,利用滑柱34上的花键槽与转轴31内的花键轴带动转轴31转动(图中未画出),转轴31转动带动夹板二24转动,使得夹板二24与地面水平后,即可松开插杆33,使得直筒弹簧带动插杆33回弹,插杆33的卡柱重新卡入棘轮32的棘齿之间,在夹板二24水平后即可方便地将混凝土试块7从侧面放入支撑立板14的顶部与夹板二24、夹板一22之间。The locking member on the second clamping plate 24 is then operated to pull out the insertion rod 33 so that the clamping column of the insertion rod 33 is disengaged from the ratchet teeth of the ratchet wheel 32. In this process, the straight spring will be stretched. After the clamping column is disengaged from the ratchet wheel 32, the shaft 31 can be rotated. By rotating the insertion rod 33, the spline groove on the sliding column 34 and the spline shaft in the shaft 31 are used to drive the shaft 31 to rotate (not shown in the figure). The rotation of the shaft 31 drives the second clamping plate 24 to rotate. After the second clamping plate 24 is level with the ground, the insertion rod 33 can be released, so that the straight spring drives the insertion rod 33 to rebound, and the clamping column of the insertion rod 33 is re-engaged between the ratchet teeth of the ratchet wheel 32. After the second clamping plate 24 is level, the concrete test block 7 can be conveniently placed from the side between the top of the supporting vertical plate 14 and the second clamping plate 24 and the first clamping plate 22.
完成混凝土试块7放置后,通过启动电动伸缩杆二21来带动限位架26向外扩张运动,再通过转杆28来带动滑动板27在安装架29的底壁滑动,并相互聚拢,同时驱动夹板二24、夹板一22相互靠近,在夹板一22、夹板二24贴合到混凝土试块7两侧后,对混凝土试块7与夹板二24的贴合情况进行观察,再次向外拔出插杆33调节夹板二24的角度,确保其侧面与混凝土试块7贴合,通过夹板二24、夹板一22的夹持将混凝土试块7快速放平,同时稳定混凝土试块7位置,混凝土试块7顶部与支板23贴合,提供顶部压点。After the concrete test block 7 is placed, the electric telescopic rod 21 is started to drive the limit frame 26 to expand outward, and then the rotating rod 28 is used to drive the sliding plate 27 to slide on the bottom wall of the mounting frame 29 and gather together, and at the same time, the second clamp 24 and the first clamp 22 are driven to approach each other. After the first clamp 22 and the second clamp 24 are attached to the two sides of the concrete test block 7, the fit between the concrete test block 7 and the second clamp 24 is observed, and the insertion rod 33 is pulled out again to adjust the angle of the second clamp 24 to ensure that its side is in contact with the concrete test block 7. The concrete test block 7 is quickly flattened by clamping the second clamp 24 and the first clamp 22, and the position of the concrete test block 7 is stabilized. The top of the concrete test block 7 is in contact with the support plate 23 to provide a top pressure point.
在完成对混凝土试块7的夹持放平后即可启动液压缸2带动推盘3、限位滑杆4、推杆5推动支撑板6向上移动,放置在支撑立板14顶部的混凝土试块7随之向上移动,在混凝土试块7顶部与支板23位置扣紧后,试验开始,这时电动伸缩杆二21向轻微缩回,使得夹板一22、和夹板二24脱离混凝土试块7两侧,但位置与混凝土试块7十分接近,避免夹板一22、夹板二24的摩擦力影响试验结果,同时试验过程中能够保护混凝土试块7的位置,两个的支板23和两个支撑立板14作为施力点,对混凝土试块7进行施压,在液压缸2施加的力,达到承压合格标准的力时,观察混凝土试块7是否有无裂痕,损坏,没有即可为合格;After the concrete test block 7 is clamped and laid flat, the hydraulic cylinder 2 can be started to drive the push plate 3, the limit slide rod 4, and the push rod 5 to push the support plate 6 to move upward, and the concrete test block 7 placed on the top of the support vertical plate 14 moves upward accordingly. After the top of the concrete test block 7 is fastened to the support plate 23, the test begins. At this time, the electric telescopic rod 21 is slightly retracted, so that the clamping plate 1 22 and the clamping plate 24 are separated from the two sides of the concrete test block 7, but the position is very close to the concrete test block 7, so as to avoid the friction of the clamping plate 1 22 and the clamping plate 24 affecting the test results. At the same time, the position of the concrete test block 7 can be protected during the test. The two support plates 23 and the two support vertical plates 14 are used as force application points to apply pressure to the concrete test block 7. When the force applied by the hydraulic cylinder 2 reaches the force of the pressure-bearing qualified standard, observe whether the concrete test block 7 has cracks or damage. If not, it is qualified.
在进行单压点试验时,不能让夹板一22、夹板二24完全松开混凝土试块7,保持夹板一22与夹板二24贴合,以确保混凝土试块7在底部单压点试验中保持平衡,通过液压缸2推动混凝土试块7在夹板一22、夹板二24的内侧移动,使得混凝土试块7与支板23完全抵扣后,同样通过液压缸2不断施加力,达到承压合格标准的力时,观察混凝土试块7是否有裂痕、损坏。When conducting a single pressure point test, the first and second clamps 22 and 24 must not be allowed to completely loosen the concrete test block 7. Clamps 1 22 and 24 must be kept in contact with each other to ensure that the concrete test block 7 remains balanced during the bottom single pressure point test. The concrete test block 7 is pushed to move on the inner side of clamps 1 22 and 24 by the hydraulic cylinder 2, so that the concrete test block 7 is completely buckled against the support plate 23. The hydraulic cylinder 2 is also used to continuously apply force. When the force reaches the pressure-bearing qualified standard, observe whether the concrete test block 7 has cracks or damage.
以上,仅为本发明较佳的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,根据本发明的技术方案及其发明构思加以等同替换或改变,都应涵盖在本发明的保护范围之内。The above are only preferred specific implementation modes of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical solutions and inventive concepts of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.
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