CN115615848A - A prestressed steel impact protection test device and test method - Google Patents
A prestressed steel impact protection test device and test method Download PDFInfo
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Abstract
Description
技术领域technical field
本发明涉及冲击防护试验技术领域,特别涉及一种预应力钢筋冲击防护试验装置及试验方法。The invention relates to the technical field of impact protection tests, in particular to a prestressed steel bar impact protection test device and a test method.
背景技术Background technique
预应力混凝土用螺纹钢筋,也称精轧螺纹钢筋,广泛应用于预应力混凝土桥梁结构中,如斜拉桥索塔锚固区、混凝土箱梁等部位,为了使混凝土结构达到设计抗裂要求,施工时需要预先给精轧螺纹钢筋施加高水平的弹性势能,而其材料为脆性较强的低合金钢,容易发生延迟断裂,因此,有必要对预应力钢筋的断裂现象和预防护措施进行试验。Threaded steel bars for prestressed concrete, also known as finish-rolled threaded steel bars, are widely used in prestressed concrete bridge structures, such as cable-stayed bridge cable tower anchorage areas, concrete box girders and other parts. In order to make the concrete structure meet the design crack resistance requirements, construction It is necessary to apply a high level of elastic potential energy to the finish-rolled rebar in advance, and its material is brittle low-alloy steel, which is prone to delayed fracture. Therefore, it is necessary to test the fracture phenomenon and preventive measures of prestressed rebar.
目前预应力钢筋冲击防护试验通常采用钢筋拉拔试验,钢筋拉拔大多为静态加载,而实际情况中,钢筋会承受冲击载荷,而针对冲击载荷下钢筋拉拔试验的研究非常少。At present, the impact protection test of prestressed steel bars usually adopts the steel bar pull-out test, and the steel bar pull-out is mostly static loading, but in reality, the steel bar will bear the impact load, and there are very few studies on the steel bar pull-out test under the impact load.
发明内容Contents of the invention
本发明提供一种预应力钢筋冲击防护试验装置及试验方法,用于解决上述目前预应力钢筋冲击防护试验通常采用钢筋拉拔试验,钢筋拉拔大多为静态加载,而实际情况中,钢筋会承受冲击载荷,而针对冲击载荷下钢筋拉拔试验的研究非常少的技术问题。The present invention provides a prestressed steel bar impact protection test device and test method, which are used to solve the above-mentioned current prestressed steel bar impact protection test usually adopts steel bar pulling test, and the steel bar drawing is mostly static loading, but in actual conditions, the steel bar will bear Impact loads, and very little research on steel bar pull-out tests under impact loads is a technical issue.
为解决上述技术问题,本发明公开了一种预应力钢筋冲击防护试验装置,包括:定位机构,定位机构安装有固定机构,定位机构和固定机构均与钢筋组件连接,且固定机构连接有试验机构。In order to solve the above technical problems, the present invention discloses a prestressed steel bar impact protection test device, including: a positioning mechanism, the positioning mechanism is equipped with a fixing mechanism, both the positioning mechanism and the fixing mechanism are connected with the steel bar assembly, and the fixing mechanism is connected with a test mechanism .
优选的,钢筋组件包括混凝土,混凝土中浇筑有钢筋,钢筋的螺纹端螺纹连接有螺纹块。Preferably, the steel bar assembly includes concrete, in which steel bars are poured, and threaded ends of the steel bars are threadedly connected with threaded blocks.
优选的,固定机构包括固定壳,固定壳的侧端与螺纹块接触,固定壳的上下两端贯穿设有固定腔,固定壳与施力块固定连接,固定壳远离施力块的一端贯穿设有通孔,且通孔与固定腔连通。Preferably, the fixing mechanism includes a fixed shell, the side end of the fixed shell is in contact with the threaded block, the upper and lower ends of the fixed shell are penetrated with a fixed cavity, the fixed shell is fixedly connected with the force block, and the end of the fixed shell away from the force block penetrates through the set There is a through hole, and the through hole communicates with the fixed cavity.
优选的,定位机构包括基座,基座上放置有混凝土,基座的上端间隔均匀布设有若干导向定位板,导向定位板的左右两端贯穿设有导向腔,导向腔与固定壳滑动连接。Preferably, the positioning mechanism includes a base on which concrete is placed, and a number of guiding and positioning plates are evenly spaced on the upper end of the base. The left and right ends of the guiding and positioning plates are provided with guiding cavities, and the guiding cavities are slidably connected to the fixed shell.
优选的,定位机构还包括定位板,定位板固定安装在基座的上端左侧,定位板的上端设有定位槽,定位板与混凝土接触,钢筋依次穿过定位槽、通孔与外界连通。Preferably, the positioning mechanism further includes a positioning plate, which is fixedly installed on the left side of the upper end of the base, and the upper end of the positioning plate is provided with a positioning groove, the positioning plate is in contact with the concrete, and the steel bars pass through the positioning groove and the through hole to communicate with the outside world.
优选的,基座的上端右侧固定安装有阻尼器,钢筋靠近阻尼器的一端设有缓冲块,缓冲块与阻尼器对应设置,钢筋和施力块上均连接有应变片一,且钢筋和施力块上的应变片一串联。Preferably, a damper is fixedly installed on the right side of the upper end of the base, a buffer block is provided at the end of the steel bar near the damper, the buffer block is set correspondingly to the damper, a
优选的,通孔中固定设有快拆机构,快拆机构包括固定套一,固定套一转动设置在通孔中,固定套一的左右两端贯穿设有安装孔一,安装孔一中周向均匀布设有若干夹持组件,夹持组件用于夹持钢筋,固定套一与固定套二转动连接,固定套二的左右两端贯穿设有安装孔二,安装孔二与安装孔一连通,安装孔一与钢筋配合。Preferably, a quick-release mechanism is fixed in the through hole, and the quick-release mechanism includes a
优选的,固定套一连接有驱动组件,驱动组件连接有固位组件,固位组件用于对挤压组件进行限位,挤压组件包括两个转动杆,两个转动杆转动设置在活动槽中,且转动杆与活动槽中的气囊接触,活动槽对称设置在固定套二远离固定套一的一端上下两侧,气囊通过连通管路与气杆连接,气杆与挤压板固定连接,挤压板滑动设置在滑动槽一中,滑动槽一对称设置在安装孔二的上下两侧,挤压板对钢筋进行挤压固定。Preferably, the fixed sleeve one is connected with a driving assembly, and the driving assembly is connected with a retaining assembly, and the retaining assembly is used to limit the extrusion assembly. The extrusion assembly includes two rotating rods, and the two rotating rods are rotatably arranged in the movable groove , and the rotating rod is in contact with the airbag in the movable groove, the movable groove is symmetrically arranged on the upper and lower sides of the end of the fixed sleeve two away from the fixed sleeve one, the airbag is connected with the air rod through the communication pipeline, and the air rod is fixedly connected with the extrusion plate, The extruding plate is slidably arranged in the first sliding groove, and the first sliding groove is symmetrically arranged on the upper and lower sides of the mounting hole two, and the extruding plate extrudes and fixes the reinforcing bar.
优选的,还包括多向试验机构,多向试验机构包括底座,底座的上端固定设有连接槽和试验槽,连接槽中固定连接有混凝土,试验槽与滑动块一滑动连接,滑动块一与液压缸固定连接,液压缸固定安装在底座上,滑动块一设有固定孔,且固定孔与钢筋固定连接,滑动块一上设有滑动槽二,滑动槽二与滑动块二滑动连接,滑动块二上固定连接有调节杆,调节杆与压块固定连接,压块上的压槽与钢筋配合,滑动块二转动连接有支撑杆,支撑杆与底座转动连接。Preferably, it also includes a multi-directional test mechanism, the multi-directional test mechanism includes a base, the upper end of the base is fixedly provided with a connection groove and a test groove, the connection groove is fixedly connected with concrete, the test groove is slidably connected with the sliding block, and the sliding block is connected with the The hydraulic cylinder is fixedly connected, and the hydraulic cylinder is fixedly installed on the base. The first sliding block is provided with a fixing hole, and the fixing hole is fixedly connected with the steel bar. The block two is fixedly connected with an adjustment rod, the adjustment rod is fixedly connected with the briquetting block, the pressure groove on the briquetting block cooperates with the steel bar, the sliding block two is rotatably connected with a support rod, and the support rod is rotatably connected with the base.
一种预应力钢筋冲击防护试验装置的试验方法,包括以下步骤:A test method for a prestressed steel bar impact protection test device, comprising the following steps:
步骤1:先给钢筋施加载荷,然后在施加载荷的钢筋上浇筑混凝土,并养护至设计强度;Step 1: Apply load to the steel bar first, then pour concrete on the loaded steel bar, and cure to the design strength;
步骤2:将养护完毕的混凝土放置在基座上,钢筋穿过定位槽和通孔与螺纹块螺纹连接;Step 2: Place the cured concrete on the base, and the steel bars pass through the positioning grooves and through holes and threadedly connect with the threaded block;
步骤3:对施力块施加载荷,进行破断冲击试验;Step 3: Apply a load to the force block and perform a breaking impact test;
步骤4:钢筋和施力块上的应变片一测量得到钢筋的变形值。Step 4: Measure the strain gauges on the steel bar and the force block to obtain the deformation value of the steel bar.
步骤5:预应力钢筋冲击防护试验通过施力块上的施加载荷值与钢筋变形值之间的关系来反映。Step 5: The impact protection test of prestressed steel bars is reflected by the relationship between the applied load value on the force block and the steel bar deformation value.
下面通过附图和实施例,对本发明的技术方案做进一步的详细描述。The technical solutions of the present invention will be described in further detail below with reference to the accompanying drawings and embodiments.
附图说明Description of drawings
附图用来提供对本发明的进一步理解,并且构成说明书的一部分,与本发明的实施例一起用于解释本发明,并不构成对本发明的限制。在附图中:The accompanying drawings are used to provide a further understanding of the present invention, and constitute a part of the description, and are used together with the embodiments of the present invention to explain the present invention, and do not constitute a limitation to the present invention. In the attached picture:
图1为本发明的结构示意图;Fig. 1 is a structural representation of the present invention;
图2为本发明的快拆机构结构示意图;Fig. 2 is a schematic structural view of the quick release mechanism of the present invention;
图3为本发明的固定套一侧视结构示意图;Fig. 3 is a side view structural schematic diagram of the fixing sleeve of the present invention;
图4为图2中的A区域放大结构示意图;Figure 4 is a schematic diagram of the enlarged structure of the A region in Figure 2;
图5为本发明的多向试验机构结构示意图。Fig. 5 is a schematic structural diagram of the multi-directional testing mechanism of the present invention.
图中:1、混凝土;2、钢筋;3、固定壳;31、固定腔;32、施力块;33、应变片一;4、定位机构;41、基座;42、定位槽;43、导向定位板;44、导向腔;45、定位板;5、螺纹块;51、固定套一;52、固定套二;53、双头电机;54、驱动轴;55、齿圈;56、安装孔一;57、齿轮;58、螺纹杆一;59、螺纹套;510、安装孔二;511、转动杆;512、气囊;513、活动槽;514、连通管路;515、密封板;516、气杆;517、密封腔二;518、挤压板;519、滑动槽一;520、伸缩杆;521、夹持块一;522、夹持块二;523、固定套;524、密封腔一;525、螺纹杆二;526、限位块;527、密封套;528、管路;529、操作板;6、阻尼器;7、底座;71、连接槽;72、试验槽;73、液压缸;74、滑动块一;75、压槽;76、滑动槽二;77、压块;78、固定孔;79、滑动块二;710、调节杆;711、支撑杆。In the figure: 1, concrete; 2, steel bar; 3, fixed shell; 31, fixed cavity; 32, force block; 33,
具体实施方式detailed description
以下结合附图对本发明的优选实施例进行说明,应当理解,此处所描述的优选实施例仅用于说明和解释本发明,并不用于限定本发明。The preferred embodiments of the present invention will be described below in conjunction with the accompanying drawings. It should be understood that the preferred embodiments described here are only used to illustrate and explain the present invention, and are not intended to limit the present invention.
另外,在本发明中如涉及“第一”、“第二”等的描述仅用于描述目的,并非特别指称次序或顺位的意思,亦非用以限定本发明,其仅仅是为了区别以相同技术用语描述的组件或操作而已,而不能理解为指示或暗示其相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括至少一个该特征。另外,各个实施例之间的技术方案以及技术特征可以相互结合,但是必须是以本领域普通技术人员能够实现为基础,当技术方案的结合出现相互矛盾或无法实现时应当认为这种技术方案的结合不存在,也不在本发明要求的保护范围之内。In addition, in the present invention, descriptions such as "first", "second" and so on are used for description purposes only, and do not refer to the meaning of order or sequence, nor are they used to limit the present invention, but are only for the purpose of distinguishing the following The components or operations described by the same technical terms are only used, but should not be understood as indicating or implying their relative importance or implying the number of indicated technical features. Thus, the features defined as "first" and "second" may explicitly or implicitly include at least one of these features. In addition, the technical solutions and technical features of the various embodiments can be combined with each other, but it must be based on the realization of those skilled in the art. When the combination of technical solutions is contradictory or cannot be realized, it should be considered as the technical solution. Combinations do not exist and are not within the scope of protection claimed by the present invention.
实施例1Example 1
本发明实施例提供了一种预应力钢筋冲击防护试验装置,如图1所示,包括:定位机构4,定位机构4安装有固定机构,定位机构4和固定机构均与钢筋组件连接,且固定机构连接有试验机构;The embodiment of the present invention provides a prestressed reinforcement impact protection test device, as shown in Fig. The mechanism is connected with a test mechanism;
钢筋组件包括混凝土1,混凝土1中浇筑有钢筋2,钢筋2的螺纹端螺纹连接有螺纹块5;The steel bar assembly includes
固定机构包括固定壳3,固定壳3的侧端与螺纹块5接触,固定壳3的上下两端贯穿设有固定腔31,固定壳3与施力块32固定连接,固定壳3远离施力块32的一端贯穿设有通孔,且通孔与固定腔31连通;The fixing mechanism includes a
定位机构4包括基座41,基座41上放置有混凝土1,基座41的上端间隔均匀布设有若干导向定位板43,导向定位板43的左右两端贯穿设有导向腔44,导向腔44与固定壳3滑动连接;Positioning mechanism 4 comprises
定位机构4还包括定位板45,定位板45固定安装在基座41的上端左侧,定位板45的上端设有定位槽42,定位板45与混凝土1接触,钢筋2依次穿过定位槽42、通孔与外界连通;The positioning mechanism 4 also includes a
基座41的上端右侧固定安装有阻尼器6,钢筋2靠近阻尼器6的一端设有缓冲块,缓冲块与阻尼器6对应设置,钢筋2和施力块32上均连接有应变片一33,且钢筋2和施力块32上的应变片一33串联;The right side of the upper end of the
一种预应力钢筋冲击防护试验装置的试验方法,包括以下步骤:A test method for a prestressed steel bar impact protection test device, comprising the following steps:
步骤1:先给钢筋2施加载荷,然后在施加载荷的钢筋2上浇筑混凝土1,并养护至设计强度;Step 1: firstly apply load to
步骤2:将养护完毕的混凝土1放置在基座41上,钢筋2穿过定位槽42和通孔与螺纹块5螺纹连接;Step 2: place the
步骤3:对施力块32施加载荷,进行破断冲击试验;Step 3: applying a load to the
步骤4:钢筋2和施力块32上的应变片一33测量得到钢筋2的变形值;Step 4: Measure the strain gauge-33 on the
步骤5:预应力钢筋冲击防护试验通过施力块32上的施加载荷值与钢筋2变形值之间的关系来反映。Step 5: The impact protection test of the prestressed steel bar is reflected by the relationship between the value of the applied load on the
上述技术方案的有益效果为:The beneficial effect of above-mentioned technical scheme is:
对施力块32施加载荷,模拟冲击载荷,在对施力块32施加载荷时,使得固定壳3在施力块32的载荷作用下移动,导向腔44对固定壳3的移动起到导向作用,固定腔31的设置,可以放置不同尺寸的混凝土1,同时能够起到一定的防护效果,避免断裂后的钢筋2飞溅,且固定壳3可以穿过不同直径的钢筋2,方便适用与不同尺寸下的钢筋拉拔试验,在钢筋2上安装缓冲块,能够增加钢筋2与阻尼器6的接触面积,钢筋2上连接螺纹块5,使得固定壳3在施力块32的载荷作用下移动时带动钢筋2移动,在固定壳3移动时带动钢筋2进行拉动,在钢筋2拉动时带动混凝土1移动,基座41上的定位板45对混凝土1进行限位,使得钢筋2与混凝土1之间产生相对位移,在混凝土1之间的钢筋2保持静止状态下,混凝土1外部的钢筋2在固定壳3的载荷作用下发生变形,钢筋2和施力块32上的应变片一33用于测量钢筋2的变形值,通过施力块32上的施加载荷值与钢筋2变形值之间的关系来反映预应力钢筋的冲击防护效果,通过对施力块32施加的载荷,模拟冲击载荷,能够通过固定壳3将载荷传递到钢筋2,解决了目前预应力钢筋冲击防护试验通常采用钢筋拉拔试验,钢筋拉拔大多为静态加载,而实际情况中,钢筋会承受冲击载荷,而针对冲击载荷下钢筋拉拔试验的研究非常少的技术问题。Apply a load to the
实施例2Example 2
在实施例1的基础上,如图2-4所示,通孔中固定设有快拆机构,快拆机构包括固定套一51,固定套一51转动设置在通孔中,固定套一51的左右两端贯穿设有安装孔一56,安装孔一56中周向均匀布设有若干夹持组件,夹持组件包括伸缩杆520,伸缩杆520与夹持块一521固定连接,夹持块一521与弧形槽滑动连接,夹持块一521与夹持块二522固定连接,夹持块二522与钢筋2夹持固定,夹持组件用于夹持钢筋2,固定套一51与固定套二52转动连接,固定套二52靠近夹持块一521的一端周向均匀布设有若干弧形槽,固定套二52的左右两端贯穿设有安装孔二510,安装孔二510与安装孔一56连通,安装孔一56与钢筋2配合;On the basis of
固定套一51连接有驱动组件,驱动组件连接有固位组件,固位组件用于对挤压组件进行限位,固位组件包括固定套523,固定套523的内圈滑动套设在固定套二52上,且固定套523的上下两端对称设有密封腔一524,密封腔一524中滑动设有密封板515,密封板515与密封套527固定连接,密封套527贯穿密封腔一524的侧端与螺纹杆二525螺纹连接,螺纹杆二525与操作板529固定连接,密封腔一524的左右两侧对称连通有管路528,管路528与密封腔二517连通,密封腔二517中滑动设有限位块526,限位块526与转动杆511接触,挤压组件包括两个转动杆511,两个转动杆511转动设置在活动槽513中,且转动杆511与活动槽513中的气囊512接触,活动槽513对称设置在固定套二52远离固定套一51的一端上下两侧,气囊512通过连通管路514与气杆516连接,气杆516与挤压板518固定连接,挤压板518滑动设置在滑动槽一519中,滑动槽一519对称设置在安装孔二510的上下两侧,挤压板518对钢筋进行挤压固定;The fixed sleeve one 51 is connected with a driving assembly, and the driving assembly is connected with a retaining assembly. The retaining assembly is used to limit the extrusion assembly. The retaining assembly includes a fixed
驱动组件包括双头电机53,双头电机53通过固定杆与固定腔31的侧端固定连接,双头电机53固定安装在固定套二52上,且双头电机53通过驱动轴54与齿轮57固定连接,齿轮57与齿圈55的内部空腔啮合,齿圈55与固定套一51固定连接,且齿圈55的内部空腔与固定套二52配合,双头电机53远离驱动轴54的一端与螺纹杆一58固定连接,螺纹杆一58与螺纹套59螺纹连接,螺纹套59与固定套523固定连接。The drive assembly includes a double-
上述技术方案的有益效果为:The beneficial effect of above-mentioned technical scheme is:
通过设置快拆机构,用于安装固定钢筋2,提高钢筋2与固定壳3的连接稳定性,避免钢筋2与螺纹块5之间螺纹发生磨损,影响二者之间的连接效果,从而影响钢筋2的冲击防护试验,在安装钢筋2时,将钢筋2插入安装孔二510和安装孔一56中,然后启动双头电机53,带动驱动轴54和螺纹杆一58转动,驱动轴54带动齿轮57转动,齿轮57带动齿圈55转动,齿圈55带动固定套一51转动,固定套一51转动时通过伸缩杆520带动夹持块一521转动,弧形槽对夹持块一521的转动起到导向作用,夹持块一521带动夹持块二522移动,从而改变了若干夹持块二522围成的圆孔直径,通过改变圆孔直径,使得夹持块二522对钢筋2进行夹持固定,螺纹杆一58转动时带动螺纹套59移动,螺纹套59带动固定套523移动,固定套523滑动时带动转动杆511转动,转动杆511转动时压缩气囊512,压缩气囊512时推动气体通过连通管路514进入气杆516中,气杆516伸长带动挤压板518移动,挤压板518对钢筋2进行夹持固定,然后转动操作板529,操作板529带动螺纹杆二525转动,螺纹杆二525带动密封套527移动,密封套527带动密封板515沿着密封腔一524滑动,密封板515压缩密封腔一524中的空气通过管路528进入密封腔二517中,推动密封腔二517中的限位块526与转动杆511接触,在夹持块二522对钢筋2进行夹持固定的同时限位块526与转动杆511刚好接触,避免转动杆511发生转动导致挤压板518与钢筋2发生分离,影响挤压板518对钢筋2的夹持固定,在夹持组件和挤压组件的共同作用下能够进一步提高钢筋2与固定壳3的连接稳定性,且夹持组件与挤压组件结构不同,若其中一个组件受外界影响,无法保持对钢筋2的夹持固定效果时,另一个组件能继续保持正常夹持固定效果,避免使用两个相同组件在受外界影响时同时无法保持对钢筋2的夹持固定效果,导致快拆机构失效;By setting the quick release mechanism, it is used to install and fix the steel bar 2, improve the connection stability between the steel bar 2 and the fixed shell 3, avoid the thread wear between the steel bar 2 and the threaded block 5, and affect the connection effect between the two, thus affecting the steel bar 2, when installing the steel bar 2, insert the steel bar 2 into the installation hole 2 510 and the installation hole 1 56, then start the double-head motor 53, drive the drive shaft 54 and the threaded rod 1 58 to rotate, and the drive shaft 54 drives the gear 57 rotates, and gear 57 drives ring gear 55 to rotate, and ring gear 55 drives fixed cover one 51 to rotate, and when fixed cover one 51 rotates, drive clamping piece one 521 to rotate by telescopic rod 520, the rotation of arc groove to clamping piece one 521 Play a guiding role, the clamping block 1 521 drives the clamping block 2 522 to move, thereby changing the diameter of the round hole surrounded by a number of clamping blocks 522, by changing the diameter of the round hole, the clamping block 2 522 can carry out the process on the steel bar 2 Clamping and fixing, when the threaded rod 1 58 rotates, it drives the threaded sleeve 59 to move, and the threaded sleeve 59 drives the fixed sleeve 523 to move, and when the fixed sleeve 523 slides, it drives the rotating rod 511 to rotate. The gas enters the
在拆卸钢筋2时,首先反向转动操作板529,使得限位块526不在对转动杆511进行限位接触,反向转动转动杆511,此时挤压板518可自由活动,然后控制双头电机53反向转动,双头电机53带动固定套523和夹持块二522恢复原位,然后拉出钢筋2,即可完成钢筋2的拆卸。When disassembling the
实施例3Example 3
在实施例1的基础上,如图5所示,还包括多向试验机构,多向试验机构包括底座7,底座7的上端固定设有连接槽71和试验槽72,连接槽71中固定连接有混凝土1,试验槽72与滑动块一74滑动连接,滑动块一74与液压缸73固定连接,液压缸73固定安装在底座7上,滑动块一74设有固定孔78,且固定孔78与钢筋2连接,滑动块一74上设有滑动槽二76,滑动槽二76与滑动块二79滑动连接,滑动块二79上固定连接有调节杆710,调节杆710与压块77固定连接,压块77上的压槽75与钢筋2配合,滑动块二79转动连接有支撑杆711,支撑杆711与底座7转动连接。On the basis of
上述技术方案的有益效果为:The beneficial effect of above-mentioned technical scheme is:
根据对钢筋2的使用要求选择多向试验机构来进行试验,若钢筋2在高要求环境下使用时,使用多向试验机构进行试验,将钢筋2与滑动块一74连接,可在滑动块一74中设置上述快拆机构,也可通过螺纹连接的方式与滑动块一74连接,连接槽71对混凝土1进行固定限位,在混凝土1和钢筋2安装完成后,调节液压缸73的长度,使得压槽75对钢筋2进行贴合,启动液压缸73,液压缸73带动滑动块一74移动,滑动槽二76对滑动块一74的移动起到导向作用,滑动块一74移动对钢筋2沿轴向进行拉拔,同时压块77对钢筋2沿法向进行压合,通过对钢筋2的轴向和法向共同施加载荷,在钢筋2上设置应变片二,液压缸73上安装力传感器一,通过力传感器一检测液压缸73上的压块77对钢筋2的作用力,应变片二检测钢筋2的应变值,根据力传感器一检测值、应变片二检测值和液压缸二73施加的作用力,对钢筋2进行冲击防护试验。According to the requirements for the use of the
实施例4Example 4
在实施例1的基础上,还包括:On the basis of
力传感器二:力传感器二设置在螺纹块5靠近固定壳3的一端,用于检测螺纹块5和固定壳3之间的挤压力;Force sensor 2: The
报警器:报警器设置在固定壳3上;Alarm: the alarm is set on the fixed
控制器:所述控制器与力传感器二和报警器电连接;Controller: the controller is electrically connected to the second force sensor and the alarm;
控制器基于力传感器二的检测值控制报警器工作,包括以下方法:The controller controls the work of the alarm based on the detected value of the force sensor two, including the following methods:
控制器根据力传感器二检测出的螺纹块5和固定壳3之间的挤压力和公式(1)计算出螺纹块5与钢筋2的连接稳固系数,控制器比较计算出的螺纹块5与钢筋2的连接稳固系数和预设稳固系数,若计算出的螺纹块5与钢筋2的连接稳固系数小于预设稳固系数,控制器控制报警器报警;The controller calculates the connection stability coefficient between the threaded
其中,K为螺纹块5与钢筋2的连接稳固系数,E为螺纹块5的弹性系数,L为螺纹块5中的螺纹中径,F为力传感器二的检测值,C为螺纹块5中的螺纹小径,m为螺纹块5中的螺纹圈数,S为螺纹块5中的螺纹牙厚度;Among them, K is the connection stability coefficient between the threaded
上述技术方案的有益效果为:The beneficial effect of above-mentioned technical scheme is:
将力传感器二设置在螺纹块5靠近固定壳3的一端,用于检测螺纹块5和固定壳3之间的挤压力;控制器根据力传感器二检测出的螺纹块5和固定壳3之间的挤压力和公式(1)计算出螺纹块5与钢筋2的连接稳固系数,控制器比较计算出的螺纹块5与钢筋2的连接稳固系数和预设稳固系数,若计算出的螺纹块5与钢筋2的连接稳固系数小于预设稳固系数,控制器控制报警器报警,提醒使用者及时更换螺纹块5,避免螺纹块5与钢筋2之间发生相对位移,影响钢筋2的冲击防护试验。The
显然,本领域的技术人员可以对本发明进行各种改动和变型而不脱离本发明的精神和范围。这样,倘若本发明的这些修改和变型属于本发明权利要求及其等同技术的范围之内,则本发明也意图包含这些改动和变型在内。Obviously, those skilled in the art can make various changes and modifications to the present invention without departing from the spirit and scope of the present invention. Thus, if these modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalent technologies, the present invention also intends to include these modifications and variations.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115932220A (en) * | 2023-03-14 | 2023-04-07 | 沧州市振平绿化有限责任公司 | Be applicable to agriculture and forestry carbon sink and detect and use measuring device |
| CN117347182A (en) * | 2023-12-04 | 2024-01-05 | 天津市产品质量监督检测技术研究院检测技术研究中心 | Metal part compressive strength detection equipment and detection method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4212192A (en) * | 1978-06-28 | 1980-07-15 | The Kendall Company | Balloon testing device |
| CN103134750A (en) * | 2013-02-01 | 2013-06-05 | 河海大学 | Steel bar drawing testing device suitable for Hopkinson pressure bar |
| CN112255089A (en) * | 2020-11-10 | 2021-01-22 | 中国矿业大学(北京) | Card formula minor diameter reinforcing bar tensile fixture and clamping structure |
| CN112432848A (en) * | 2020-11-25 | 2021-03-02 | 苏州固畅电子科技有限公司 | Hollow cable sleeve clamp and tension testing equipment |
| CN212705508U (en) * | 2020-05-31 | 2021-03-16 | 苏州鑫来发精密五金有限公司 | Square workpiece boring clamp for numerical control machine tool |
| CN113290404A (en) * | 2021-05-31 | 2021-08-24 | 江苏建筑职业技术学院 | Mechanical fixture for mechanical automation production convenient for automatically controlling clamping force |
| CN214572100U (en) * | 2020-12-28 | 2021-11-02 | 江苏美客鼎嵘智能装备制造有限公司 | Quenching device for aluminum profile extrusion |
| CN216398766U (en) * | 2021-08-06 | 2022-04-29 | 广东永乐通电子科技有限公司 | Positioner is used in line production and processing steps up |
-
2022
- 2022-10-09 CN CN202211225533.0A patent/CN115615848B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4212192A (en) * | 1978-06-28 | 1980-07-15 | The Kendall Company | Balloon testing device |
| CN103134750A (en) * | 2013-02-01 | 2013-06-05 | 河海大学 | Steel bar drawing testing device suitable for Hopkinson pressure bar |
| CN212705508U (en) * | 2020-05-31 | 2021-03-16 | 苏州鑫来发精密五金有限公司 | Square workpiece boring clamp for numerical control machine tool |
| CN112255089A (en) * | 2020-11-10 | 2021-01-22 | 中国矿业大学(北京) | Card formula minor diameter reinforcing bar tensile fixture and clamping structure |
| CN112432848A (en) * | 2020-11-25 | 2021-03-02 | 苏州固畅电子科技有限公司 | Hollow cable sleeve clamp and tension testing equipment |
| CN214572100U (en) * | 2020-12-28 | 2021-11-02 | 江苏美客鼎嵘智能装备制造有限公司 | Quenching device for aluminum profile extrusion |
| CN113290404A (en) * | 2021-05-31 | 2021-08-24 | 江苏建筑职业技术学院 | Mechanical fixture for mechanical automation production convenient for automatically controlling clamping force |
| CN216398766U (en) * | 2021-08-06 | 2022-04-29 | 广东永乐通电子科技有限公司 | Positioner is used in line production and processing steps up |
Non-Patent Citations (2)
| Title |
|---|
| ZHU, WX 等: "Strength and deformation behaviors of bedded rock mass under bolt reinforcement", INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, vol. 28, no. 04, 7 August 2018 (2018-08-07), pages 593 - 599 * |
| 王志斌 等: "混凝土抗拉与抗压强度尺寸效应统计模型", 矿业科学学报, vol. 07, no. 02, 30 April 2022 (2022-04-30), pages 193 - 199 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115932220A (en) * | 2023-03-14 | 2023-04-07 | 沧州市振平绿化有限责任公司 | Be applicable to agriculture and forestry carbon sink and detect and use measuring device |
| CN117347182A (en) * | 2023-12-04 | 2024-01-05 | 天津市产品质量监督检测技术研究院检测技术研究中心 | Metal part compressive strength detection equipment and detection method thereof |
| CN117347182B (en) * | 2023-12-04 | 2024-02-02 | 天津市产品质量监督检测技术研究院检测技术研究中心 | Metal part compressive strength detection equipment and detection method thereof |
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|---|---|
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