CN204479217U - Rockbolt stress proving installation - Google Patents
Rockbolt stress proving installation Download PDFInfo
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- CN204479217U CN204479217U CN201520068153.XU CN201520068153U CN204479217U CN 204479217 U CN204479217 U CN 204479217U CN 201520068153 U CN201520068153 U CN 201520068153U CN 204479217 U CN204479217 U CN 204479217U
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- 238000009434 installation Methods 0.000 title 1
- 239000006260 foam Substances 0.000 claims abstract description 26
- 239000002184 metal Substances 0.000 claims abstract description 25
- 238000006073 displacement reaction Methods 0.000 claims abstract description 7
- 239000007769 metal material Substances 0.000 claims abstract description 6
- 238000012360 testing method Methods 0.000 claims abstract description 5
- 239000000853 adhesive Substances 0.000 claims abstract description 3
- 230000001070 adhesive effect Effects 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000005259 measurement Methods 0.000 abstract description 13
- 230000006835 compression Effects 0.000 abstract description 4
- 238000007906 compression Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 9
- 239000002131 composite material Substances 0.000 description 7
- 239000006262 metallic foam Substances 0.000 description 5
- 238000012669 compression test Methods 0.000 description 4
- 238000000691 measurement method Methods 0.000 description 4
- 238000009662 stress testing Methods 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000003745 diagnosis Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 239000013307 optical fiber Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
本实用新型公开了一种锚杆受力测试装置,其特征在于主要包括:泡沫金属板、上垫板、下垫板和距离测量仪器,泡沫金属板位于上垫板和下垫板之间,三者通过粘结剂粘结在一起;所述的泡沫金属板,材质为泡沫金属材料,整体为平板结构,形状呈方形或圆形,其中心设有圆形孔洞,泡沫金属板随其所受荷载增加逐渐被压扁。根据泡沫金属材料的压缩特性,利用其所受荷载和变形之间的确定关系,将荷载的测量转化为位移的测量,进而求得锚杆或锚索的轴力。本实用新型使锚杆轴力测量变得简单易行,大大降低了测量成本。
The utility model discloses a force testing device for anchor rods, which is characterized in that it mainly comprises: a foam metal plate, an upper backing plate, a lower backing plate and a distance measuring instrument, the foam metal plate is located between the upper backing plate and the lower backing plate, The three are bonded together by an adhesive; the foamed metal plate is made of foamed metal material, and the whole is a flat plate structure, which is square or circular in shape and has a circular hole in the center. It is gradually flattened under increasing load. According to the compression characteristics of the foam metal material, using the determined relationship between the load and the deformation, the measurement of the load is converted into the measurement of the displacement, and then the axial force of the anchor rod or anchor cable is obtained. The utility model makes the measurement of the axial force of the anchor rod simple and feasible, and greatly reduces the measurement cost.
Description
技术领域 technical field
本发明涉及地下工程锚固结构健康检测领域,具体地说是一种用于锚杆或锚索的受力测试装置。 The invention relates to the field of health detection of anchorage structures in underground engineering, in particular to a force testing device for anchor rods or anchor cables.
背景技术 Background technique
近年来,锚杆在地下工程支护领域获得了广泛的应用,对于降低支护成本和减少事故发挥了重要作用。由于锚杆埋置于围岩内部,属于隐蔽结构,其健康诊断以及支护作用评价较为困难。为了评估锚杆的支护作用和健康状态,一般将锚杆在外端头处的轴力作为重要评价指标,但是锚杆轴力的测量却非常困难。目前国内外采用的锚杆轴力测量方法主要包括:应变测量法、压力传感器测量法和振弦式锚杆测力计。 In recent years, bolts have been widely used in the field of underground engineering support, and have played an important role in reducing support costs and accidents. Because the bolt is buried inside the surrounding rock, it is a concealed structure, and its health diagnosis and evaluation of its support function are difficult. In order to evaluate the supporting function and health state of the bolt, the axial force at the outer end of the bolt is generally taken as an important evaluation index, but the measurement of the axial force of the bolt is very difficult. At present, the methods of measuring the axial force of bolts at home and abroad mainly include: strain measurement method, pressure sensor measurement method and vibrating wire bolt dynamometer.
应变测量法是指:在锚杆安装前,在锚杆轴向布设应变片或者光纤光栅,锚杆受力后产生一定的变形,可以测量锚杆的轴向应变,根据测得的应变计算锚杆的轴力。这种方法中采用的应变片和光纤光栅极易损坏,易受外界电磁、温度的影响,对周围环境要求较高,测量结果不稳定,测量结果一般只能作为参考。另外,光纤光栅应变测量系统成本较高。 The strain measurement method refers to: before the bolt is installed, strain gauges or optical fiber gratings are arranged in the axial direction of the bolt. After the bolt is stressed, a certain deformation occurs, and the axial strain of the bolt can be measured, and the anchor is calculated according to the measured strain. Axial force of the rod. The strain gauges and fiber optical grids used in this method are easily damaged, easily affected by external electromagnetic and temperature, have high requirements on the surrounding environment, and the measurement results are unstable. Generally, the measurement results can only be used as a reference. In addition, the cost of the fiber grating strain measurement system is relatively high.
压力传感器测量法是指:在锚杆托盘处预先安装一个压电式传感器,通过压电传感器测量锚杆轴力。这种方法测量精度可以保证,但是成本较高,单个压电传感器的成本达到上万元,如果不回收利用的话会造成极大的浪费,回收的话则会造成锚杆失效,威胁工程安全。 The pressure sensor measurement method refers to: a piezoelectric sensor is pre-installed at the anchor tray, and the axial force of the anchor is measured through the piezoelectric sensor. The measurement accuracy of this method can be guaranteed, but the cost is high. The cost of a single piezoelectric sensor reaches tens of thousands of yuan. If it is not recycled, it will cause great waste. If it is recycled, it will cause the bolt to fail and threaten the safety of the project.
振弦式锚杆测力计首先将锚杆变形传递给振弦,从而改变振弦的振动频率。通过振弦频率检测可以得到振弦的变形,进而得到锚杆的变形,进而求得锚杆的轴力。这种方法需要预先将振弦的两端焊接在锚杆上,不仅操作复杂,焊接质量难以保证,而且还大大增加了锚杆的安装难度。 The vibrating wire anchor dynamometer first transmits the deformation of the anchor rod to the vibrating wire, thereby changing the vibration frequency of the vibrating wire. By detecting the frequency of the vibrating wire, the deformation of the vibrating wire can be obtained, and then the deformation of the anchor rod can be obtained, and then the axial force of the anchor rod can be obtained. This method needs to weld the two ends of the vibrating wire on the anchor rod in advance, which not only complicates the operation, but also makes it difficult to guarantee the welding quality, and also greatly increases the difficulty of installing the anchor rod.
发明内容 Contents of the invention
本发明的目的在于提供一种结构简单的锚杆轴力测试装置,其技术解决方案是: The object of the present invention is to provide a kind of bolt axial force testing device with simple structure, and its technical solution is:
一种锚杆受力测试装置,其特征在于主要包括:泡沫金属板、上垫板、下垫板和距离测量仪器,泡沫金属板位于上垫板和下垫板之间,三者通过粘结剂粘结在一起形成组合板,三者中心位于同一轴线上;所述的泡沫金属板,材质为泡沫金属材料,整体为平板结构,形状呈方形或圆形,其中心设有圆形孔洞,锚杆或锚索可以从该孔洞穿过,该泡沫金属板具有不小于锚杆或锚索的最大轴力的法向承载力,随着泡沫金属板所受荷载增加,其逐渐被压扁,泡沫金属板所受荷载与产生的位移之间具有单调递增的关系;所述的上垫板和下垫板,均为平板结构,且中心设有孔洞的钢板,锚杆或锚索可以从孔洞穿过,其强度远大于泡沫金属板的强度;所述的距离测量仪器用于测量上下垫板之间的距离。 A bolt force testing device, characterized in that it mainly includes: a foam metal plate, an upper backing plate, a lower backing plate and a distance measuring instrument, the foam metal plate is located between the upper backing plate and the lower backing plate, and the three are bonded together Bonded together with an agent to form a combined board, the centers of the three are located on the same axis; the foamed metal board is made of foamed metal material, the overall structure is a flat plate, the shape is square or circular, and a circular hole is provided in the center. The anchor rod or anchor cable can pass through the hole, and the metal foam plate has a normal bearing capacity not less than the maximum axial force of the anchor rod or anchor cable. As the load on the metal foam plate increases, it is gradually flattened, There is a monotonically increasing relationship between the load on the foam metal plate and the resulting displacement; the upper backing plate and the lower backing plate are both flat plate structures, and the center is provided with a hole in the steel plate, and the anchor rod or the anchor cable can pass through the hole Through, its strength is much greater than that of the foam metal plate; the distance measuring instrument is used to measure the distance between the upper and lower backing plates.
本发明的应用方法是: The application method of the present invention is:
①对所述的泡沫金属板进行压缩测试;通过压力机在法向对其进行压缩实验,得到其应力-应变关系曲线; 1. carry out compression test to described metal foam plate; Carry out compression test to it in normal direction by press machine, obtain its stress-strain relationship curve;
②安装锚杆或锚索;采用常规方法将锚杆的内锚固段固定在锚孔之后,使锚杆或锚索穿过组合板预留的孔洞,然后紧固螺母,将组合板紧紧压住; ②Install the anchor rod or anchor cable; use conventional methods to fix the inner anchor section of the anchor rod behind the anchor hole, make the anchor rod or anchor cable pass through the hole reserved in the composite plate, and then tighten the nuts to press the composite plate tightly live;
③锚杆或锚索开始受力后,锚杆轴力通过螺母反作用在组合板上,在压力作用下泡沫金属板产生变形;通过距离测量仪器测量上垫板和下垫板之间的垂直距离,进而根据两者的原始距离,可以得到其受压产生的相对位移,进而求得法向应变; ③ After the anchor rod or anchor cable starts to be stressed, the axial force of the anchor rod reacts on the composite plate through the nut, and the foam metal plate is deformed under the pressure; the vertical distance between the upper backing plate and the lower backing plate is measured by a distance measuring instrument , and then according to the original distance between the two, the relative displacement caused by compression can be obtained, and then the normal strain can be obtained;
④根据步骤①测得的应力-应变关系曲线,以及步骤③测得的法向应变,换算即可得到泡沫金属板的应力,进而求得其所受荷载,该荷载等于锚杆或锚索的轴力。 ④ According to the stress-strain relationship curve measured in step ①, and the normal strain measured in step ③, the stress of the foam metal plate can be obtained by conversion, and then the load on it can be obtained, which is equal to the anchor rod or anchor cable. Axial force.
本发明的基本原理是:根据泡沫金属材料的压缩特性,利用其所受荷载和变形之间的确定关系,将荷载的测量转化为位移的测量,进而求得锚杆或锚索的轴力。 The basic principle of the present invention is: according to the compression characteristics of the foamed metal material, using the definite relationship between the load and the deformation, the measurement of the load is converted into the measurement of the displacement, and then the axial force of the anchor rod or anchor cable is obtained.
本发明的有益效果是:本装置及其应用方法使锚杆轴力测量变得简单易行,大大降低了测量成本,对于工程现场的动态反馈支护设计具有重要意义。 The beneficial effects of the invention are: the device and its application method make the measurement of the axial force of the bolt simple and easy, greatly reduce the measurement cost, and have great significance for the dynamic feedback support design on the engineering site.
附图说明 Description of drawings
下面结合附图与具体实施方式对本发明作进一步说明: Below in conjunction with accompanying drawing and specific embodiment the present invention will be further described:
图1为本发明所述的锚杆受力测试装置及其应用方法的原理示意图; Fig. 1 is the schematic diagram of the principles of the bolt stress testing device and application method thereof of the present invention;
图2为所述锚杆受力测试装置的应力-应变曲线的一种。 Fig. 2 is a kind of stress-strain curve of the stress testing device for the anchor rod.
具体实施方式 Detailed ways
结合附图1,一种锚杆受力测试装置,其特征在于主要包括:泡沫金属板1、上垫板2、下垫板3和距离测量仪器,泡沫金属板1位于上垫板2和下垫板3之间,三者通过粘结剂粘结在一起形成组合板,三者中心位于同一轴线上;所述的泡沫金属板1,材质为泡沫金属材料,整体为平板结构,形状呈方形或圆形,其中心设有圆形孔洞,锚杆或锚索4可以从该孔洞穿过,该泡沫金属板具有不小于锚杆或锚索的最大轴力的法向承载力,随着泡沫金属板所受荷载增加,其逐渐被压扁,泡沫金属板所受荷载与产生的位移之间具有单调递增的关系;所述的上垫板2和下垫板3,均为平板结构,且中心设有孔洞的钢板,锚杆或锚索可以从孔洞穿过,其强度远大于泡沫金属板的强度;所述的距离测量仪器用于测量上下垫板之间的距离。 In conjunction with accompanying drawing 1, a kind of bolt stress testing device is characterized in that mainly comprising: foam metal plate 1, upper backing plate 2, lower backing plate 3 and distance measuring instrument, foam metal plate 1 is positioned at upper backing plate 2 and lower backing plate Between the backing plates 3, the three are bonded together by an adhesive to form a composite plate, and the centers of the three are located on the same axis; the foam metal plate 1 is made of foam metal material, and the whole is a flat plate structure with a square shape Or circular, with a circular hole in its center, the anchor rod or anchor cable 4 can pass through the hole, the foam metal plate has a normal bearing capacity not less than the maximum axial force of the anchor rod or anchor cable, with the foam The load on the metal plate increases, and it is gradually flattened, and there is a monotonically increasing relationship between the load on the metal foam plate and the displacement generated; the upper backing plate 2 and the lower backing plate 3 are flat plate structures, and The steel plate with a hole in the center, the anchor rod or anchor cable can pass through the hole, and its strength is much greater than that of the foam metal plate; the distance measuring instrument is used to measure the distance between the upper and lower backing plates.
本发明的应用方法是: The application method of the present invention is:
①对所述的泡沫金属板进行压缩测试;通过压力机在法向对其进行压缩实验,得到其应力-应变关系曲线,如图2所示; 1. carry out compression test to described metal foam plate; Carry out compression test to it in normal direction by press machine, obtain its stress-strain relationship curve, as shown in Figure 2;
②安装锚杆或锚索4;采用常规方法将锚杆的内锚固段固定在锚孔之后,使锚杆或锚索穿过组合板预留的孔洞,然后紧固螺母5,将组合板紧紧压住; ②Install the anchor rod or anchor cable 4; fix the inner anchor section of the anchor rod behind the anchor hole by conventional methods, make the anchor rod or anchor cable pass through the hole reserved in the composite plate, and then tighten the nut 5 to tighten the composite plate hold tight;
③锚杆或锚索开始受力后,锚杆轴力F通过螺母反作用在组合板上,在压力作用下泡沫金属板产生变形;通过距离测量仪器测量上垫板和下垫板之间的垂直距离L,进而根据两者的原始距离,可以得到其受压产生的相对位移,进而求得法向应变; ③ After the anchor rod or anchor cable starts to be stressed, the axial force F of the anchor rod reacts on the composite plate through the nut, and the foam metal plate is deformed under the pressure; the vertical distance between the upper backing plate and the lower backing plate is measured by a distance measuring instrument. The distance L, and then according to the original distance between the two, the relative displacement caused by the compression can be obtained, and then the normal strain can be obtained;
④根据步骤①测得的应力-应变关系曲线,以及步骤③测得的法向应变,换算即可得到泡沫金属板的应力,进而求得其所受荷载,该荷载等于锚杆或锚索的轴力。 ④ According to the stress-strain relationship curve measured in step ①, and the normal strain measured in step ③, the stress of the foam metal plate can be obtained by conversion, and then the load on it can be obtained, which is equal to the anchor rod or anchor cable. Axial force.
以上所述实施例,只是本发明较优选的具体的实施方式的一种,本领域的技术人员在本发明技术方案范围内进行的通常变化和替换都应包含在本发明的保护范围内。 The above-described embodiments are only one of the more preferred specific implementation modes of the present invention, and the usual changes and replacements performed by those skilled in the art within the scope of the technical solutions of the present invention shall be included in the protection scope of the present invention.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104697674A (en) * | 2015-02-01 | 2015-06-10 | 山东科技大学 | Anchor rod stress testing device and application method thereof |
CN106768564A (en) * | 2017-03-06 | 2017-05-31 | 山东科技大学 | A kind of multisection type anchor rod force-measuring device and application method |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104697674A (en) * | 2015-02-01 | 2015-06-10 | 山东科技大学 | Anchor rod stress testing device and application method thereof |
CN106768564A (en) * | 2017-03-06 | 2017-05-31 | 山东科技大学 | A kind of multisection type anchor rod force-measuring device and application method |
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