CN103759690B - A kind of scaffolding steel pipe equivalence wall thickness measuring device and measuring method thereof - Google Patents

A kind of scaffolding steel pipe equivalence wall thickness measuring device and measuring method thereof Download PDF

Info

Publication number
CN103759690B
CN103759690B CN201410009696.4A CN201410009696A CN103759690B CN 103759690 B CN103759690 B CN 103759690B CN 201410009696 A CN201410009696 A CN 201410009696A CN 103759690 B CN103759690 B CN 103759690B
Authority
CN
China
Prior art keywords
steel pipe
scaffold
tested
force
wall thickness
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201410009696.4A
Other languages
Chinese (zh)
Other versions
CN103759690A (en
Inventor
韦永斌
林金地
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China State Construction Engineering Corp Ltd CSCEC
Original Assignee
China State Construction Engineering Corp Ltd CSCEC
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China State Construction Engineering Corp Ltd CSCEC filed Critical China State Construction Engineering Corp Ltd CSCEC
Priority to CN201410009696.4A priority Critical patent/CN103759690B/en
Publication of CN103759690A publication Critical patent/CN103759690A/en
Application granted granted Critical
Publication of CN103759690B publication Critical patent/CN103759690B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

一种脚手架钢管等效壁厚测量装置及其测量方法,将加载检测部件固定放置在简支钢架上,直接对待测脚手架钢管的中间位置施加集中力F,根据力学原理,以及所测得的集中力和钢管挠度来计算出钢管的等价壁厚(),本发明通过对待测脚手架钢管施加作用力,依据施力大小和待测脚手架钢管的变形程度,准确推算出脚手架钢管的等效壁厚。本发明操作方便,自动监测施力大小及脚手架钢管的变形数据,避免了人工读数的误差,测量结果准确可靠,具有成本低、操作简单、测量数据准确、效率高等优点。

A device for measuring the equivalent wall thickness of a scaffold steel pipe and its measurement method. The loading detection component is fixedly placed on a simply supported steel frame, and a concentrated force F is directly applied to the middle position of the scaffold steel pipe to be measured. According to the principle of mechanics, and the measured The equivalent wall thickness of the steel pipe ( ), the present invention accurately calculates the equivalent wall thickness of the scaffold steel pipe by applying force to the scaffold steel pipe to be tested, according to the magnitude of the applied force and the deformation degree of the scaffold steel pipe to be tested. The invention is easy to operate, automatically monitors the applied force and the deformation data of the scaffold steel pipe, avoids the error of manual reading, has accurate and reliable measurement results, and has the advantages of low cost, simple operation, accurate measurement data and high efficiency.

Description

一种脚手架钢管等效壁厚测量装置及其测量方法A device for measuring the equivalent wall thickness of scaffolding steel pipes and its measuring method

技术领域 technical field

本发明涉及建筑材料测量领域,特别是涉及一种用于脚手架钢管等效壁厚测量的装置及其测量方法。 The invention relates to the field of building material measurement, in particular to a device for measuring the equivalent wall thickness of scaffolding steel pipes and a measurement method thereof.

背景技术 Background technique

目前,钢管脚手架在使用过程中存在较多问题,如由于钢管被多次重复使用,长期遭受风刮雨淋,极易生锈,引起钢管的厚度发生变化,进而影响施工安全,因此,需要随时检测钢管脚手架厚度的变化,及时采取必要的措施。目前钢管厚度测量主要是接触式卡尺手动测量,此方法操作繁琐,耗时耗力,且依靠人眼检测,长时间的目测易引起人眼疲劳,产生较大的测量误差,准确率较低,此外,目前出现的钢管厚度测量仪成本较高,结构复杂,携带不方便,施工条件要求高,不适用于脚手架钢管厚度的测量,因此,在对钢管脚手架质量进行检查验收时,亟需一种能够方便、快捷、准确地获得脚手架钢管的壁厚的自动化测量方法,实现及时准确地测量钢管厚度,避免由于钢管厚度不达标而带来的施工风险。 At present, there are many problems in the use of steel pipe scaffolding. For example, because the steel pipe is repeatedly used, it is exposed to wind and rain for a long time, and it is easy to rust, which causes the thickness of the steel pipe to change, which affects the construction safety. Therefore, it is necessary to Detect changes in the thickness of steel pipe scaffolding, and take necessary measures in time. At present, the thickness of steel pipes is mainly measured manually by contact calipers. This method is cumbersome, time-consuming and labor-intensive, and relies on human eye detection. Long-term visual inspection can easily cause human eye fatigue, resulting in large measurement errors and low accuracy. In addition, the current steel pipe thickness measuring instrument has high cost, complex structure, inconvenient to carry, high construction conditions, and is not suitable for measuring the thickness of steel pipe scaffolding. Therefore, when inspecting and accepting the quality of steel pipe scaffolding, a kind of The automatic measurement method that can conveniently, quickly and accurately obtain the wall thickness of the scaffolding steel pipe can realize timely and accurate measurement of the thickness of the steel pipe, and avoid construction risks caused by the substandard thickness of the steel pipe.

发明内容 Contents of the invention

本发明目的在于提供一种脚手架钢管等效壁厚测量装置及其测量方法,克服现有接触式卡尺手动测量操作繁琐、耗时耗力、且依靠人眼检测、长时间的目测易引起人眼疲劳、产生较大的测量误差、准确率低的问题;同时,还解决现有钢管厚度测量仪成本高、结构复杂、携带不方便、施工条件要求高、不适用于脚手架钢管厚度的测量的问题。 The purpose of the present invention is to provide a scaffold steel pipe equivalent wall thickness measurement device and its measurement method, which overcomes the cumbersome manual measurement operation of the existing contact caliper, which is time-consuming and labor-intensive, and relies on human eye detection, and long-term visual inspection is easy to cause human eyes. Fatigue, large measurement errors, and low accuracy; at the same time, it also solves the problems of high cost, complex structure, inconvenient to carry, high requirements for construction conditions, and unsuitable for scaffolding steel pipe thickness measurement. .

为实现上述技术目的,本发明采用如下技术方案: In order to realize the above-mentioned technical purpose, the present invention adopts following technical scheme:

一种脚手架钢管等效壁厚测量装置,包括支撑待测脚手架钢管的简支钢架和连接在简支钢架上的加载检测部件,其特征在于:所述简支钢架的主体为横置的支撑钢梁,所述支撑钢梁的两侧各连有一个竖向的、与支撑钢梁垂直的支撑耳板;所述支撑耳板的板面上对应开有脚手架钢管预留口,所述待测脚手架钢管通过两侧的脚手架钢管预留口横担在简支钢架的中间;所述加载检测部件包括顺次连接的加载单元、传感器、数据采集器、数据处理单元及结果输出单元,所述加载单元末端的施力端头通过位于支撑钢梁中间的预留孔垂直穿过支撑钢梁后,下部抵在待测脚手架钢管上直接对待测脚手架钢管进行施力,所述施力端头的轴线与待测脚手架钢管的轴线互相垂直相交;所述传感器连接在加载单元末端的施力端头上,与待测脚手架钢管直接接触,包括力传感器和位移传感器。 A scaffold steel pipe equivalent wall thickness measurement device, comprising a simply supported steel frame supporting the scaffold steel pipe to be measured and a loading detection component connected to the simply supported steel frame, characterized in that: the main body of the simply supported steel frame is horizontal A supporting steel beam, each side of the supporting steel beam is connected with a vertical supporting ear plate perpendicular to the supporting steel beam; the surface of the supporting ear plate is correspondingly provided with a scaffolding steel pipe reserved opening, so The scaffold steel pipe to be tested is placed in the middle of the simply supported steel frame through the reserved openings of the scaffold steel pipe on both sides; the loading detection component includes a sequentially connected loading unit, a sensor, a data collector, a data processing unit and a result output unit , after the force-applying end at the end of the loading unit passes through the supporting steel beam vertically through the reserved hole in the middle of the supporting steel beam, the lower part abuts against the steel pipe of the scaffolding to be tested and directly exerts force on the steel pipe of the scaffolding to be measured, the axis of the force-applying end The axis of the scaffold steel pipe to be tested is perpendicular to each other; the sensor is connected to the force end of the end of the loading unit and is in direct contact with the scaffold steel pipe to be tested, including a force sensor and a displacement sensor.

作为本发明的优选方案,所述支撑耳板的形状为方板或上窄下宽的梯形板。 As a preferred solution of the present invention, the shape of the supporting ear plate is a square plate or a trapezoidal plate with a narrow top and a wide bottom.

作为本发明的优选方案,所述加载单元是利用人工或电力启动的丝杆或小型液压缸。 As a preferred solution of the present invention, the loading unit is a screw or a small hydraulic cylinder activated manually or electrically.

所述力传感器嵌在丝杆或小型液压缸施力端头的底部,所述位移传感器固定在施力端头的侧面,所述传感器连接在加载单元末端的施力端头上,所述力传感器和位移传感器均直接接触待测脚手架钢管。 The force sensor is embedded in the bottom of the screw rod or the force application end of the small hydraulic cylinder, the displacement sensor is fixed on the side of the force application end, and the sensor is connected to the force application end at the end of the loading unit. Both the force sensor and the displacement sensor are directly Contact the scaffold steel pipe to be tested.

一种利用上述脚手架钢管等效壁厚测量装置进行的脚手架钢管等效壁厚测量方法,其特征在于:测量步骤如下: A method for measuring the equivalent wall thickness of a scaffold steel pipe by using the above-mentioned scaffold steel pipe equivalent wall thickness measuring device, characterized in that: the measurement steps are as follows:

步骤一、支设简支钢架:将简支钢架平稳放置在地面上,把待测脚手架钢管的两头分别插入两个支撑耳板上的脚手架钢管预留口中居中放置并牢固固定,此时待测脚手架钢管与支撑钢梁平行; Step 1. Support simply supported steel frame: place the simply supported steel frame stably on the ground, insert the two ends of the scaffold steel pipe to be tested into the reserved openings of the scaffold steel pipe on the two support ear plates and place them in the center and fix them firmly. The scaffold steel pipe to be tested is parallel to the supporting steel beam;

步骤二、安装加载检测部件:将加载单元末端的施力端头通过位于支撑钢梁中间的预留孔,自上而下垂直穿过支撑钢梁后,下部抵在待测脚手架钢管的正中,使施力端头的轴线与待测脚手架钢管的轴线互相垂直相交,然后顺次连接传感器、数据采集器、数据处理单元及结果输出单元的相关构件; Step 2. Install the loading detection part: pass the force end of the loading unit end through the reserved hole in the middle of the supporting steel beam, pass through the supporting steel beam vertically from top to bottom, and then touch the lower part against the middle of the steel pipe of the scaffold to be tested, so that the force end The axis of the head and the axis of the scaffold steel pipe to be tested are perpendicular to each other, and then connected to the relevant components of the sensor, data collector, data processing unit and result output unit in sequence;

步骤三、设备的开机预热:将传感器和数据采集器进行开机预热,预热时间不少于30s; Step 3. Preheating of the equipment: preheat the sensor and data collector, and the preheating time should not be less than 30s;

步骤四、对待测脚手架钢管施加力:启动加载单元,通过其末端的施力端头直接对待测脚手架钢管施加集中力,施力过程保证钢管的变形控制在钢梁弹性变形范围之内; Step 4. Apply force to the steel pipe of the scaffolding to be tested: start the loading unit, apply a concentrated force directly through the force-applying end at the end of the steel pipe of the scaffolding to be tested, and ensure that the deformation of the steel pipe is controlled within the elastic deformation range of the steel beam during the force application process;

步骤五、数据采集:数据采集器采集施加力时的钢管挠度和力F的大小; Step 5. Data collection: the data collector collects the deflection of the steel pipe when the force is applied and the magnitude of the force F;

步骤六、数据处理与计算:计算待测脚手架钢管的等效壁厚,根据简支钢架的力学原理,可推导出钢管的等效壁厚公式,即,其中,D为钢管的外径,F为钢管受到的力,为待测脚手架钢管的长度,E为钢管钢材弹性模量,为钢管的钢管挠度; Step 6. Data processing and calculation: Calculate the equivalent wall thickness of the scaffold steel pipe to be tested. According to the mechanical principle of the simply supported steel frame, the equivalent wall thickness formula of the steel pipe can be deduced, namely , where D is the outer diameter of the steel pipe, F is the force on the steel pipe, is the length of the scaffold steel pipe to be tested, E is the elastic modulus of the steel pipe, is the deflection of the steel pipe;

步骤七、输出结果:输出待测脚手架钢管的等效壁厚值,至此,测定完成。 Step 7. Output the result: output the equivalent wall thickness value of the steel pipe of the scaffolding to be tested, so far, the measurement is completed.

作为本发明的优选方案,重复步骤一到步骤七3~5次,取所有测定结果的平均值,作为最终待测脚手架钢管的等效壁厚。 As a preferred solution of the present invention, repeat step 1 to step 7 3 to 5 times, and take the average value of all measurement results as the final equivalent wall thickness of the scaffold steel pipe to be tested.

与现有技术相比,本发明的技术优势在于:通过对钢管施加作用力,依据施力大小和脚手架钢管的变形程度,准确推算出脚手架钢管的等效壁厚,本发明涉及的脚手架钢管等效壁厚测量装置结构简单,检测方法操作方便,自动监测施力大小及脚手架钢管的变形数据,避免了人工读数的误差,测量结果准确可靠、效率高,克服现有接触式卡尺手动测量操作繁琐、耗时耗力、且依靠人眼检测、长时间的目测易引起人眼疲劳、产生较大的测量误差、准确率低的问题;此外,本发明成本低、使用方便、操作简单,还解决现有钢管厚度测量仪成本高、结构复杂、携带不方便、施工条件要求高、不适用于脚手架钢管厚度的测量的问题。 Compared with the prior art, the technical advantage of the present invention is that by applying force to the steel pipe, the equivalent wall thickness of the scaffold steel pipe can be accurately calculated according to the magnitude of the applied force and the degree of deformation of the scaffold steel pipe. The effective wall thickness measurement device has a simple structure, and the detection method is easy to operate. It can automatically monitor the applied force and the deformation data of the scaffold steel pipe, avoiding the error of manual reading, the measurement result is accurate and reliable, and the efficiency is high. It overcomes the cumbersome manual measurement operation of the existing contact caliper. , time-consuming and labor-intensive, and rely on human eye detection, long-term visual inspection can easily cause human eye fatigue, large measurement errors, and low accuracy; in addition, the present invention is low in cost, easy to use, simple in operation, and also solves the problem of The existing steel pipe thickness measuring instrument has the problems of high cost, complex structure, inconvenient portability, high requirements for construction conditions, and is not suitable for measuring the thickness of scaffold steel pipes.

附图说明 Description of drawings

图1是本发明脚手架钢管等效壁厚测量装置的立面结构示意图; Fig. 1 is the elevation structural representation of scaffold steel pipe equivalent wall thickness measuring device of the present invention;

图2是本发明脚手架钢管等效壁厚测量装置的正面结构示意图; Fig. 2 is the front structural representation of scaffold steel pipe equivalent wall thickness measuring device of the present invention;

图3是本发明脚手架钢管等效壁厚测量装置的侧面结构示意图; Fig. 3 is the side structure schematic diagram of scaffold steel pipe equivalent wall thickness measuring device of the present invention;

图4是本发明加载检测部件的内部连接关系示意图。 Fig. 4 is a schematic diagram of the internal connections of the loading detection components of the present invention.

附图标记:1-简支钢架、11-支撑钢梁、12-支撑耳板、2-加载检测部件、21-加载单元、22-传感器、221-力传感器、222-位移传感器、23-数据采集器、24-数据处理单元、25-结果输出单元、3-待测脚手架钢管、4-脚手架钢管预留口。 Reference signs: 1-simply supported steel frame, 11-supporting steel beam, 12-supporting ear plate, 2-loading detection component, 21-loading unit, 22-sensor, 221-force sensor, 222-displacement sensor, 23- Data collector, 24-data processing unit, 25-result output unit, 3-scaffold steel pipe to be tested, 4-reserved opening for scaffold steel pipe.

具体实施方式 detailed description

如图1~3所示,一种脚手架钢管等效壁厚测量装置,包括支撑待测脚手架钢管的简支钢架1和连接在简支钢架1上的加载检测部件2,其特征在于:所述简支钢架1的主体为横置的支撑钢梁11,所述支撑钢梁11的两侧各连有一个竖向的、与支撑钢梁垂直的支撑耳板12;所述支撑耳板12的板面上对应开有脚手架钢管预留口4,所述待测脚手架钢管3通过两侧的脚手架钢管预留口4横担在简支钢架的中间;所述加载检测部件2包括顺次连接的加载单元21、传感器22、数据采集器23、数据处理单元24及结果输出单元25,所述加载单元21末端的施力端头通过位于支撑钢梁中间的预留孔垂直穿过支撑钢梁11后,下部抵在待测脚手架钢管3上直接对待测脚手架钢管进行施力,所述施力端头的轴线与待测脚手架钢管3的轴线互相垂直相交;所述传感器22包括力传感器221和位移传感器222。所述支撑耳板12的形状可以为方板或上窄下宽的梯形板。所述加载单元21可以是利用人工或电力泵(如微型电动油泵)启动的丝杆或小型液压缸,所述力传感器221嵌在丝杆或小型液压缸施力端头的底部,所述位移传感器222固定在施力端头的侧面,所述力传感器221和位移传感器222均直接接触待测脚手架钢管3,力传感器221和位移传感器222后面顺次连接数据采集器23、数据处理单元24及结果输出单元25。 As shown in Figures 1 to 3, a device for measuring the equivalent wall thickness of a scaffold steel pipe includes a simply supported steel frame 1 supporting the scaffold steel pipe to be measured and a loading detection component 2 connected to the simply supported steel frame 1, and is characterized in that: The main body of the simply supported steel frame 1 is a horizontal supporting steel beam 11, and each side of the supporting steel beam 11 is connected with a vertical supporting ear plate 12 perpendicular to the supporting steel beam; The plate surface of the plate 12 is correspondingly provided with a scaffold steel pipe reserved opening 4, and the scaffold steel pipe 3 to be tested is cross-armed in the middle of the simply supported steel frame through the scaffold steel pipe reserved opening 4 on both sides; the loading detection part 2 includes The loading unit 21, the sensor 22, the data collector 23, the data processing unit 24 and the result output unit 25 connected in sequence, the force-applying end at the end of the loading unit 21 passes through the supporting steel vertically through the reserved hole in the middle of the supporting steel beam After the beam 11, the lower part is pressed against the scaffold steel pipe 3 to be tested to directly exert force on the scaffold steel pipe to be measured, and the axis of the force-applying end and the axis of the scaffold steel pipe 3 to be measured are perpendicular to each other; the sensor 22 includes a force sensor 221 and a displacement sensor 222. The shape of the supporting ear plate 12 can be a square plate or a trapezoidal plate with a narrow top and a wide bottom. The loading unit 21 can be a screw rod or a small hydraulic cylinder activated manually or by an electric pump (such as a miniature electric oil pump). The force sensor 221 is embedded in the bottom of the force end of the screw rod or small hydraulic cylinder. Fixed on the side of the end of the force application, the force sensor 221 and the displacement sensor 222 are all in direct contact with the scaffold steel pipe 3 to be tested, and the force sensor 221 and the displacement sensor 222 are connected to the data collector 23, the data processing unit 24 and the result output unit 25 in sequence .

一种利用权利要求1~3任意一项所述脚手架钢管等效壁厚测量装置进行的脚手架钢管等效壁厚测量方法,其特征在于:测量步骤如下: A method for measuring the equivalent wall thickness of a scaffold steel pipe by using the device for measuring the equivalent wall thickness of a scaffold steel pipe according to any one of claims 1 to 3, wherein the measurement steps are as follows:

步骤一、支设简支钢架1:将简支钢架1平稳放置在地面上,把待测脚手架钢管3的两头分别插入两个支撑耳板上的脚手架钢管预留口4中居中放置并牢固固定,此时待测脚手架钢管3与支撑钢梁11平行; Step 1. Support simply supported steel frame 1: place simply supported steel frame 1 stably on the ground, insert the two ends of the scaffold steel pipe 3 to be tested into the reserved openings 4 of the scaffold steel pipe on the two support ear plates and place them in the center Firmly fixed, the scaffolding steel pipe 3 to be tested is now parallel to the supporting steel beam 11;

步骤二、安装加载检测部件2:将加载单元21末端的施力端头通过位于支撑钢梁中间的预留孔,自上而下垂直穿过支撑钢梁11后,下部抵在待测脚手架钢管3的正中,使施力端头的轴线与待测脚手架钢管3的轴线互相垂直相交,然后顺次连接传感器22、数据采集器23、数据处理单元24及结果输出单元25的相关构件; Step 2. Install the loading detection part 2: pass the force end of the loading unit 21 through the reserved hole in the middle of the supporting steel beam, pass through the supporting steel beam 11 vertically from top to bottom, and then abut the lower part against the steel pipe 3 of the scaffold to be tested. In the middle, make the axis of the force application end and the axis of the scaffold steel pipe 3 to be measured perpendicular to each other, and then connect the relevant components of the sensor 22, the data collector 23, the data processing unit 24 and the result output unit 25 in sequence;

步骤三、设备的开机预热:将传感器(22)和数据采集器(23)进行开机预热,预热时间30s; Step 3. Preheating of the equipment: preheat the sensor (22) and the data collector (23), and the preheating time is 30s;

步骤四、对待测脚手架钢管3施加力:启动加载单元21,通过其末端的施力端头直接对待测脚手架钢管3施加集中力,施力过程保证钢管的变形控制在钢梁弹性变形范围之内; Step 4. Applying force to the scaffolding steel pipe 3 to be tested: start the loading unit 21, apply a concentrated force directly through the force application end at the end of the scaffolding steel pipe 3 to be measured, and ensure that the deformation of the steel pipe is controlled within the elastic deformation range of the steel beam during the force application process;

步骤五、数据采集:数据采集器采集施加力时的钢管挠度和力F的大小; Step 5. Data collection: the data collector collects the deflection of the steel pipe when the force is applied and the magnitude of the force F;

步骤六、数据处理与计算:计算待测脚手架钢管的等效壁厚,根据简支钢架的力学原理,由公式可推导出钢管的等效壁厚公式,即,其中,D为钢管的外径,为待测脚手架钢管的长度,E为钢管钢材弹性模量,F为钢管受到的力,为钢管的钢管挠度(扣除在力F作用下支撑架的变形量); Step 6. Data processing and calculation: Calculate the equivalent wall thickness of the scaffold steel pipe to be tested, according to the mechanical principle of simply supported steel frame, by the formula The equivalent wall thickness formula of the steel pipe can be deduced, namely , where D is the outer diameter of the steel pipe, is the length of the scaffold steel pipe to be tested, E is the elastic modulus of the steel pipe, F is the force on the steel pipe, is the steel pipe deflection of the steel pipe (deducting the deformation of the support frame under the action of force F);

步骤七、输出结果:输出待测脚手架钢管的等效壁厚值。 Step 7. Output result: output the equivalent wall thickness value of the scaffold steel pipe to be tested.

为了让结果更准确,重复测定3次,取所有等效壁厚值测定结果的平均值,作为最终等效壁厚,至此,测定完成。 In order to make the result more accurate, the measurement was repeated 3 times, and the average value of all the equivalent wall thickness measurement results was taken as the final equivalent wall thickness. So far, the measurement is completed.

Claims (4)

1.一种脚手架钢管等效壁厚测量装置,包括支撑待测脚手架钢管的简支钢架(1)和连接在简支钢架(1)上的加载检测部件(2),其特征在于: 1. A scaffold steel pipe equivalent wall thickness measuring device, comprising a simply supported steel frame (1) supporting the scaffold steel pipe to be measured and a loading detection component (2) connected to the simply supported steel frame (1), characterized in that: 所述简支钢架(1)的主体为横置的支撑钢梁(11),所述支撑钢梁(11)的两侧各连有一个竖向的、与支撑钢梁垂直的支撑耳板(12);所述支撑耳板(12)的板面上对应开有脚手架钢管预留口(4),所述待测脚手架钢管(3)通过两侧的脚手架钢管预留口(4)横担在简支钢架的中间; The main body of the simply supported steel frame (1) is a horizontal supporting steel beam (11), and each side of the supporting steel beam (11) is connected with a vertical supporting ear plate perpendicular to the supporting steel beam (12); the surface of the support ear plate (12) is correspondingly provided with a scaffold steel pipe reserved opening (4), and the scaffold steel pipe (3) to be tested passes through the scaffold steel pipe reserved openings (4) on both sides Bear in the middle of simply supported steel frame; 所述加载检测部件(2)包括顺次连接的加载单元(21)、传感器(22)、数据采集器(23)、数据处理单元(24)及结果输出单元(25),所述加载单元(21)末端的施力端头通过位于支撑钢梁中间的预留孔垂直穿过支撑钢梁(11)后,下部抵在待测脚手架钢管(3)上直接对待测脚手架钢管进行施力,所述施力端头的轴线与待测脚手架钢管(3)的轴线互相垂直相交;所述传感器(22)连接在加载单元(21)末端的施力端头上,与待测脚手架钢管(3)直接接触,包括力传感器(221)和位移传感器(222); The loading detection component (2) includes a loading unit (21), a sensor (22), a data collector (23), a data processing unit (24) and a result output unit (25) connected in sequence, and the loading unit ( 21) After the force-applying end at the end passes through the supporting steel beam (11) vertically through the reserved hole in the middle of the supporting steel beam, the lower part abuts against the scaffolding steel pipe to be tested (3) to directly exert force on the scaffolding steel pipe to be tested. The force-applying end The axis of the head and the axis of the scaffold steel pipe (3) to be tested are perpendicular to each other; the sensor (22) is connected to the end of the loading unit (21) and is in direct contact with the scaffold steel pipe (3) to be tested, including the force sensor (221) and displacement sensor (222); 所述支撑耳板(12)的形状为方板或上窄下宽的梯形板; The shape of the supporting ear plate (12) is a square plate or a trapezoidal plate with a narrow top and a wide bottom; 所述加载单元(21)是利用人工或电力启动的丝杆或小型液压缸。 The loading unit (21) is a screw or a small hydraulic cylinder activated manually or electrically. 2.根据权利要求1所述的一种脚手架钢管等效壁厚测量装置,其特征在于:所述力传感器(221)嵌在丝杆或小型液压缸施力端头的底部,所述位移传感器(222)固定在施力端头的侧面,所述力传感器(221)和位移传感器(222)均直接接触待测脚手架钢管(3)。 2. A scaffold steel pipe equivalent wall thickness measuring device according to claim 1, characterized in that: the force sensor (221) is embedded in the bottom of the screw rod or the force application end of the small hydraulic cylinder, and the displacement sensor (222 ) is fixed on the side of the force-applying end, and the force sensor (221) and the displacement sensor (222) are in direct contact with the scaffold steel pipe (3) to be tested. 3.一种用权利要求1~2任意一项所述脚手架钢管等效壁厚测量装置进行的脚手架钢管等效壁厚测量方法,其特征在于:测量步骤如下: 3. A method for measuring the equivalent wall thickness of a scaffold steel pipe with the scaffold steel pipe equivalent wall thickness measuring device described in any one of claims 1 to 2, characterized in that: the measurement steps are as follows: 步骤一、支设简支钢架(1):将简支钢架(1)平稳放置在地面上,把待测脚手架钢管(3)的两头分别插入两个支撑耳板上的脚手架钢管预留口(4)中居中放置并牢固固定,此时待测脚手架钢管(3)与支撑钢梁(11)平行; Step 1. Support the simply supported steel frame (1): place the simply supported steel frame (1) on the ground stably, and insert the two ends of the scaffold steel pipe (3) to be tested into the reserved scaffold steel pipes on the two supporting ear plates Place it in the middle of the mouth (4) and fix it firmly, and at this time the scaffold steel pipe (3) to be tested is parallel to the supporting steel beam (11); 步骤二、安装加载检测部件(2):将加载单元(21)末端的施力端头通过位于支撑钢梁中间的预留孔,自上而下垂直穿过支撑钢梁(11)后,下部抵在待测脚手架钢管(3)的正中,使施力端头的轴线与待测脚手架钢管(3)的轴线互相垂直相交,然后顺次连接传感器(22)、数据采集器(23)、数据处理单元(24)及结果输出单元(25)的相关构件; Step 2. Install the loading detection component (2): pass the force end of the loading unit (21) through the reserved hole in the middle of the supporting steel beam, and pass through the supporting steel beam (11) vertically from top to bottom. In the middle of the scaffold steel pipe (3) to be tested, the axis of the force-applying end and the axis of the scaffold steel pipe (3) to be tested are perpendicular to each other, and then the sensor (22), data collector (23), and data processing unit (24) are connected in sequence ) and related components of the result output unit (25); 步骤三、开机预热:将传感器(22)和数据采集器(23)进行开机预热,预热时间不少于30s; Step 3. Power-on preheating: preheat the sensor (22) and data collector (23) after power-on, and the preheating time should not be less than 30s; 步骤四、对待测脚手架钢管(3)施加力:启动加载单元(21),通过其末端的施力端头对待测脚手架钢管(3)施加集中力,施力过程保证钢管的变形控制在钢梁弹性变形范围之内; Step 4. Apply force to the scaffold steel pipe (3) to be tested: start the loading unit (21), apply a concentrated force through the force application end at the end of the scaffold steel pipe (3) to be tested, and ensure that the deformation of the steel pipe is controlled within the elastic deformation of the steel beam during the force application process within the scope; 步骤五、数据采集:利用传感器和数据采集器采集施加力时的钢管挠度和力F的大小; Step 5. Data collection: Use sensors and data collectors to collect steel pipe deflection when force is applied and the magnitude of the force F; 步骤六、数据处理与计算:计算待测脚手架钢管的等效壁厚,根据简支钢架的力学原理,可推导出钢管的等效壁厚公式,即,其中,D为钢管的外径,F为钢管受到的力,为待测脚手架钢管的长度,E为钢管钢材弹性模量,为钢管的钢管挠度; Step 6. Data processing and calculation: Calculate the equivalent wall thickness of the scaffold steel pipe to be tested. According to the mechanical principle of the simply supported steel frame, the equivalent wall thickness formula of the steel pipe can be deduced, namely , where D is the outer diameter of the steel pipe, F is the force on the steel pipe, is the length of the scaffold steel pipe to be tested, E is the elastic modulus of the steel pipe, is the deflection of the steel pipe; 步骤七、输出结果:输出待测脚手架钢管的等效壁厚值,至此,测定完成。 Step 7. Output the result: output the equivalent wall thickness value of the steel pipe of the scaffolding to be tested, so far, the measurement is completed. 4.根据权利要求3所述的一种脚手架钢管等效壁厚测量方法,其特征在于:重复步骤一到步骤七3~5次,取所有测定结果的平均值,作为最终待测脚手架钢管的等效壁厚。 4. A method for measuring the equivalent wall thickness of a scaffold steel pipe according to claim 3, characterized in that: repeat step 1 to step 7 3 to 5 times, and get the average value of all measurement results as the final value of the scaffold steel pipe to be tested. equivalent wall thickness.
CN201410009696.4A 2014-01-09 2014-01-09 A kind of scaffolding steel pipe equivalence wall thickness measuring device and measuring method thereof Expired - Fee Related CN103759690B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410009696.4A CN103759690B (en) 2014-01-09 2014-01-09 A kind of scaffolding steel pipe equivalence wall thickness measuring device and measuring method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410009696.4A CN103759690B (en) 2014-01-09 2014-01-09 A kind of scaffolding steel pipe equivalence wall thickness measuring device and measuring method thereof

Publications (2)

Publication Number Publication Date
CN103759690A CN103759690A (en) 2014-04-30
CN103759690B true CN103759690B (en) 2016-05-11

Family

ID=50526966

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410009696.4A Expired - Fee Related CN103759690B (en) 2014-01-09 2014-01-09 A kind of scaffolding steel pipe equivalence wall thickness measuring device and measuring method thereof

Country Status (1)

Country Link
CN (1) CN103759690B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106643436B (en) * 2016-12-29 2018-11-16 中国石油天然气集团公司 A kind of measuring device and measuring method that steel pipe overall length is directly spent
CN113865537B (en) * 2021-11-30 2022-04-19 中国核工业中原建设有限公司 A device for measuring the equivalent wall thickness of a fabricated scaffolding steel pipe and its measuring method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101395460A (en) * 2006-03-03 2009-03-25 芙罗服务管理公司 Load measuring method and device
CN201314882Y (en) * 2008-12-16 2009-09-23 江苏省第一建筑安装有限公司 Pressure-bearing testing device for eccentric compression reinforced concrete columns
CN103394554A (en) * 2013-08-07 2013-11-20 中国华西企业有限公司 Automatic detecting maintaining device of construction scaffold steel tubes
CN203687915U (en) * 2014-01-09 2014-07-02 中国建筑股份有限公司 Equivalent wall thickness measurement apparatus for scaffold steel pipe

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8443680B2 (en) * 2011-07-13 2013-05-21 J. Ray Mcdermott, S.A. Pipe reel load simulator

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101395460A (en) * 2006-03-03 2009-03-25 芙罗服务管理公司 Load measuring method and device
CN201314882Y (en) * 2008-12-16 2009-09-23 江苏省第一建筑安装有限公司 Pressure-bearing testing device for eccentric compression reinforced concrete columns
CN103394554A (en) * 2013-08-07 2013-11-20 中国华西企业有限公司 Automatic detecting maintaining device of construction scaffold steel tubes
CN203687915U (en) * 2014-01-09 2014-07-02 中国建筑股份有限公司 Equivalent wall thickness measurement apparatus for scaffold steel pipe

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
门式钢管脚手架支撑体系的施工设计;叶建荣;《福建建材》;20100228(第1期);第49-51页 *

Also Published As

Publication number Publication date
CN103759690A (en) 2014-04-30

Similar Documents

Publication Publication Date Title
CN208013148U (en) A kind of column non-destructive testing frame that stability is high
CN106644761B (en) A test method for determining the shear constitutive relation of rock-concrete interface
CN102829943B (en) Falling ball test machine
CN106769847B (en) FRP sticking strength comprehensive tester
CN207335588U (en) A kind of construction engineering quality detection device
CN103759690B (en) A kind of scaffolding steel pipe equivalence wall thickness measuring device and measuring method thereof
CN105423994A (en) Novel hoop strain measuring device
CN111289395A (en) A kind of metal stress corrosion image testing method
CN102679931A (en) Novel method for measuring fatigue crack propagation length in situ
CN203687915U (en) Equivalent wall thickness measurement apparatus for scaffold steel pipe
CN209264426U (en) A concrete modulus of elasticity tester
CN214794249U (en) An auxiliary leveling tool for Hopkinson rods
CN104056881B (en) Sheet metal bending apparatus
CN208043008U (en) A kind of piston outside diameter integrated measurer
CN205772642U (en) Five-point type elevator traction rope tension detecting apparatus
CN204202571U (en) A kind of non-contact type extensometer
CN206670520U (en) Worm screw path device for fast detecting
CN105091860B (en) A kind of transmission tower obliquity sensor installing and adjusting mechanism
CN103822795B (en) Door-type scaffold element mechanics device for detecting performance and detection method
CN205981044U (en) Bridge dimension measurement instrument
CN103792154A (en) Method for testing compression deformation of block rubber
CN209230908U (en) A kind of balance weight impact testing machine Special calibration device
CN204479240U (en) A kind of wrenching torque calibrating installation on standard torquer
CN204718846U (en) The convenient detachable accurately can measuring sampling gun displacement vertically send gun carriage
CN204807212U (en) High -tension apparatus's infrared temperature measuring device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160511

Termination date: 20200109

CF01 Termination of patent right due to non-payment of annual fee