CN111521357A - A working method of the stability detection device for the main beam of a steel structure building - Google Patents

A working method of the stability detection device for the main beam of a steel structure building Download PDF

Info

Publication number
CN111521357A
CN111521357A CN202010556865.1A CN202010556865A CN111521357A CN 111521357 A CN111521357 A CN 111521357A CN 202010556865 A CN202010556865 A CN 202010556865A CN 111521357 A CN111521357 A CN 111521357A
Authority
CN
China
Prior art keywords
frame
simulation frame
controller
simulation
move
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.)
Granted
Application number
CN202010556865.1A
Other languages
Chinese (zh)
Other versions
CN111521357B (en
Inventor
赵桂荣
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.)
Shandong Dingqilai Steel Structure Engineering Co ltd
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN202010556865.1A priority Critical patent/CN111521357B/en
Publication of CN111521357A publication Critical patent/CN111521357A/en
Application granted granted Critical
Publication of CN111521357B publication Critical patent/CN111521357B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
    • G01M5/0041—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress
    • G01M5/005—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress by means of external apparatus, e.g. test benches or portable test systems

Landscapes

  • Engineering & Computer Science (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

本发明涉及钢结构领域，具体涉及一种钢结构建筑主梁稳定性检测装置的工作方法，包括定位卡紧机构、模拟框架、容纳盒体、位置调节框架、四个形变量检测机构、若干个施压机构、两个拉升机构和拉力测试机构，定位卡紧机构固定安装在容纳盒体的内侧底部，位置调节框架固定安装在两个拉升机构的底部，两个拉力测试机构固定安装在位置调节框架上，该钢结构建筑主梁稳定性检测装置，通过将安装有建筑主梁的模拟框架放置在容纳盒体内，再通过若干个施压机构对模拟框架上建筑主梁的多处进行施加压力，通过拉力测试机构对模拟框架上的建筑主梁进行施加拉力，进而分析处当建筑主梁安装在钢结构框架上后，建筑主梁的稳定性，避免了分析出来的建筑主梁局限性。

Figure 202010556865

The invention relates to the field of steel structures, in particular to a working method of a stability detection device for a main beam of a steel structure building, comprising a positioning and clamping mechanism, a simulation frame, a accommodating box, a position adjustment frame, four deformation variable detection mechanisms, several The pressing mechanism, the two pulling mechanisms and the tensile testing mechanism, the positioning and clamping mechanism is fixedly installed on the inner bottom of the accommodating box, the position adjusting frame is fixedly installed on the bottom of the two pulling mechanisms, and the two tensile testing mechanisms are fixedly installed on the bottom of the two lifting mechanisms. On the position adjustment frame, the stability detection device of the main beam of the steel structure building places the simulated frame with the main beam of the building in the accommodating box, and then uses several pressure mechanisms to perform multiple tests on the main beam of the building on the simulated frame. Apply pressure and apply tensile force to the main beam of the building on the simulated frame through the tensile test mechanism, and then analyze the stability of the main beam of the building when the main beam of the building is installed on the steel structure frame, avoiding the limitation of the main beam of the building analyzed. sex.

Figure 202010556865

Description

一种钢结构建筑主梁稳定性检测装置的工作方法A working method of the stability detection device for the main beam of a steel structure building

技术领域technical field

本发明涉及钢结构领域，具体涉及一种钢结构建筑主梁稳定性检测装置及工作方法。The invention relates to the field of steel structures, in particular to a stability detection device and a working method of a main beam of a steel structure building.

背景技术Background technique

钢结构是由钢制材料组成的结构，是主要的建筑结构类型之一，常规的钢结构主梁进行抗拉测试和抗压测试时，往往使用软件进行应力分析，或者加工出模拟实体主梁，通过工人短暂的进行加压或者施加拉力，进行模拟测试，而无法对装配好的主梁的模拟框架进行分析，使得分析出来的建筑主梁的稳定性具有局限性。Steel structure is a structure composed of steel materials and is one of the main types of building structures. When conventional steel structure main beams are subjected to tensile and compressive tests, software is often used for stress analysis, or to simulate solid main beams. , through the short-term pressure or tension of the workers, the simulation test is carried out, but the simulation frame of the assembled main beam cannot be analyzed, which makes the stability of the analyzed building main beam limited.

我国专利申请号：CN201911373125.8；公开了一种建筑用钢结构智能测量装置，以检测钢材在装配过程中和装配完成后的安装情况，能够及时检测钢材松动或者其他状况并通知相关操作人员，提高操作人员的工作效率，减少安全事故的发生。Chinese patent application number: CN201911373125.8; discloses an intelligent measuring device for steel structures used in buildings, which can detect the installation of steel during and after the assembly process, and can detect loose steel or other conditions in time and notify relevant operators. Improve the work efficiency of operators and reduce the occurrence of safety accidents.

我国专利申请号：CN201810364333.0；公开了一种钢结构建筑焊接主梁监测装置，本发明通过监测装置，能更精准的对钢结构进行监测，而通过观看装置，能使操作人员更方便的看到第一锥形块和第二锥形块的位置，而知道钢结构是否发生变形，达到了无需人工直接对钢结构进行监测，而监测精准，而不容易导致危险发生的效果。Chinese patent application number: CN201810364333.0; discloses a monitoring device for welding main beams of steel structure buildings. The present invention can monitor the steel structure more accurately through the monitoring device, and the viewing device can make the operator more convenient Seeing the positions of the first cone block and the second cone block, and knowing whether the steel structure is deformed, achieves the effect of directly monitoring the steel structure without manual labor, and the monitoring is accurate, and it is not easy to cause danger.

该两个方案具有以下缺点：The two schemes have the following disadvantages:

1、第二个方案通过将设备装在建筑主梁上，进而实时监控，而防止意外的发生，但该方案无法在一开始对模拟框架上的建筑主梁稳定性进行检测分析。1. The second solution is to install the equipment on the main beam of the building, and then monitor it in real time to prevent accidents, but this solution cannot detect and analyze the stability of the main beam of the building on the simulation frame at the beginning.

2、第一个通过对建筑主梁的安装情况进行检测，进而防止发生安全事故，但该方案无法在一开始对模拟框架上的建筑主梁稳定性进行检测分析。2. The first one is to detect the installation of the main beam of the building to prevent safety accidents, but this scheme cannot detect and analyze the stability of the main beam of the building on the simulated frame at the beginning.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种钢结构建筑主梁稳定性检测装置的工作方法。The purpose of the present invention is to provide a working method of a stability detection device for a main beam of a steel structure building.

为达此目的，本发明采用以下技术方案：For this purpose, the present invention adopts the following technical solutions:

一种建筑水泥均匀涂抹设备的工作方法，其特征在于，A working method of construction cement uniform coating equipment, characterized in that,

S1：模拟框架固定；S1: The simulation frame is fixed;

首先通过工人将模拟框架放置在容纳盒体内，通过工人移动两个插板，进而使得两个插板的内壁与模拟框架的两侧外壁接触，再通过将两个卡条板卡接在两个插板上，且两个卡条板的内壁与模拟框架的另外两侧外壁接触，进而完成对模拟框架的固定；First, the worker places the simulation frame in the accommodating box, and the worker moves the two plug-in boards so that the inner walls of the two plug-in boards are in contact with the outer walls on both sides of the simulation frame. and the inner walls of the two card strips are in contact with the outer walls of the other two sides of the simulation frame, thereby completing the fixation of the simulation frame;

S2：模拟框架初始形状录入；S2: Input the initial shape of the simulation frame;

工人通过控制器控制电动滑台的CCD相机进行工作，进而使得电动滑台带动CCD相机进行左右移动，进而对模拟框架一侧的外形进行记录，通过四个形变量检测机构，进而对模拟框架的四侧的外形进行记录，再将模拟框架原本的外形以数字化信号的模数传输给控制器，控制器在将信号传送给智能设备，智能设备再将信号进行数字化处理，进而形成线性图像；The worker controls the CCD camera of the electric sliding table to work through the controller, so that the electric sliding table drives the CCD camera to move left and right, and then records the shape of one side of the simulation frame. The shape of the four sides is recorded, and then the original shape of the analog frame is transmitted to the controller in the form of a digital signal. The controller transmits the signal to the smart device, and the smart device digitizes the signal to form a linear image;

S3：施压位置调节；S3: pressure position adjustment;

当需要调节施压机构的位置时，通过沿着第一方形滑管的长度方向推动第二方形滑管，进而调节施压机构一侧方向的位置，通过推动施压机构沿着第二方形滑管进行滑动，进而调节施压机构另一侧方向的位置，进而完成施压机构的位置调整，When the position of the pressing mechanism needs to be adjusted, push the second square sliding pipe along the length direction of the first square sliding pipe, and then adjust the position of the pressing mechanism on one side, by pushing the pressing mechanism along the second square sliding pipe The sliding tube slides to adjust the position of the other side of the pressing mechanism, and then completes the position adjustment of the pressing mechanism.

S4：模拟框架顶部施压，施压机构定位；S4: The top of the simulation frame is pressed, and the pressing mechanism is positioned;

工人通过控制器控制气缸进行运动，进而使得气缸带动施压柱进行运动，进而使得施压柱带动摩擦垫进行运动，进而使得摩擦垫对模拟框架的顶部进行施加压力，且施压机构带动第二方形滑管向上运动，进而使得摩擦板与第一方形滑管内侧的上表面进行抵触，进而使得第二方形滑管与第一方形滑管之间通过摩擦力的作用，不会发生相互滑动，且通过施压机构对模拟框架的顶部抵触，通过摩擦垫与模拟框架之间的摩擦力，使得气缸在工作的过程中气缸不会发生移动，进而完成施压机构的定位和模拟框架顶部施压；The worker controls the cylinder to move through the controller, so that the cylinder drives the pressure column to move, so that the pressure column drives the friction pad to move, so that the friction pad exerts pressure on the top of the simulation frame, and the pressure mechanism drives the second The square slide pipe moves upward, so that the friction plate collides with the upper surface of the inner side of the first square slide pipe, so that the friction force between the second square slide pipe and the first square slide pipe does not occur. Sliding, and the top of the simulation frame is resisted by the pressing mechanism, and the friction force between the friction pad and the simulation frame prevents the cylinder from moving during the working process, and then completes the positioning of the pressing mechanism and simulates the top of the frame. pressure;

S5：施加压力，模拟框架的变化分析；S5: Apply pressure to simulate the change analysis of the frame;

且施压机构施压的这个过程中，形变量检测机构也在继续工作，进而将模拟框架变化情况通过控制器实时转输给智能设备，通过智能设备进行分析，进而确定随着时间的变化，模拟框架所产生的形变量；And in the process of applying pressure by the pressure mechanism, the deformation variable detection mechanism is also working, and then the changes of the simulation frame are transferred to the smart device in real time through the controller, and analyzed by the smart device to determine the change over time. Deformation variables generated by the simulation frame;

S6：拉力检测机构的定位；S6: The positioning of the tensile force detection mechanism;

当需要测试模拟框架的挡拉强度时，通过移动拉伸组件，使得拉伸组件带动导座沿着导轨进行移动，进而使得拉伸组件移动到相应的位置，再通过拉伸组件与模拟框架上相应的位置连接，工人通过控制器控制驱动电机进行运动，进而使得驱动电机带动导座2进行运动，进而使得减速机带动收卷轮进行运动，进而使得收卷轮对钢绳进行收卷，进而使得钢绳拉动模拟框架，进而通过拉力的束缚，完成拉力检测机构的定位；When it is necessary to test the tensile strength of the simulated frame, move the tensile assembly so that the tensile assembly drives the guide base to move along the guide rail, so that the tensile assembly moves to the corresponding position, and then passes through the tensile assembly and the simulated frame. The corresponding positions are connected, and the worker controls the drive motor to move through the controller, so that the drive motor drives the guide base 2 to move, so that the reducer drives the rewinding wheel to move, so that the reeling wheel rewinds the steel rope, and then Make the steel rope pull the simulation frame, and then complete the positioning of the tension detection mechanism through the restraint of the tension;

S7：拉力反馈；S7: tension feedback;

拉力计上显示拉力值，拉力计内设置有无线传输模块，进而使得拉力计通过无线传输模块将数值传输给控制器，当传输到控制器，控制器再将数值传输给智能设备，当数值与预设的数值相等时，智能设备将信号传输给控制器，控制器控制驱动电机保持转力，使得拉力计上的数值不在改变，进而确定随着时间的变化，模拟框架所产生的形变量，当拉力计上的数值减少时，驱动电机增加转力，进而使得钢绳对模拟框架的拉力增加；The tensile force value is displayed on the tensile force meter. A wireless transmission module is installed in the tensile force meter, so that the tensile force meter transmits the value to the controller through the wireless transmission module. When it is transmitted to the controller, the controller transmits the value to the smart device. When the preset values are equal, the smart device transmits the signal to the controller, and the controller controls the drive motor to maintain the rotational force, so that the value on the tension gauge does not change, and then determines the deformation amount generated by the simulation frame with the change of time, When the value on the tension gauge decreases, the driving motor increases the torque, which in turn increases the pulling force of the steel rope on the simulated frame;

S8：施加拉力，模拟框架变化分析；S8: Apply tension to simulate frame change analysis;

且拉力测试机构工作的这个过程中，形变量检测机构也在继续工作，进而将模拟框架变化情况通过控制器实时转输给智能设备，通过智能设备进行分析，进而确定随着时间的变化，模拟框架所产生的形变量。And in the process of the tensile testing mechanism working, the deformation variable detection mechanism also continues to work, and then the simulation frame changes are transmitted to the intelligent equipment in real time through the controller, and analyzed by the intelligent equipment to determine the change over time, the simulation The amount of deformation produced by the frame.

本发明的有益效果：该钢结构建筑主梁稳定性检测装置，通过将安装有建筑主梁的模拟框架放置在容纳盒体内，再通过若干个施压机构对模拟框架上建筑主梁的多处进行施加压力，通过拉力测试机构对模拟框架上的建筑主梁进行施加拉力，进而分析处当建筑主梁安装在钢结构框架上后，建筑主梁的稳定性，避免了分析出来的建筑主梁局限性。The beneficial effects of the present invention: the stability detection device for the main beam of the steel structure building, by placing the simulation frame on which the main beam of the building is installed is placed in the accommodating box, and then through a number of pressure mechanisms to simulate the frame on the main beam of the building. Apply pressure, and apply tension to the main beam of the building on the simulated frame through the tensile test mechanism, and then analyze the stability of the main beam of the building when the main beam of the building is installed on the steel structure frame, avoiding the analysis of the main beam of the building. limitation.

附图说明Description of drawings

为了更清楚地说明本发明实施例的技术方案，下面将对本发明实施例中所需要使用的附图作简单地介绍。In order to describe the technical solutions of the embodiments of the present invention more clearly, the following briefly introduces the accompanying drawings that need to be used in the embodiments of the present invention.

图1为本发明的立体结构示意图；Fig. 1 is the three-dimensional structure schematic diagram of the present invention;

图2为本发明的去除容纳盒体的立体结构示意图；FIG. 2 is a schematic three-dimensional structure diagram of the present invention with the accommodating box removed;

图3为定位卡紧机构和模拟框架的立体结构示意图；Fig. 3 is the three-dimensional structure schematic diagram of the positioning clamping mechanism and the simulation frame;

图4为位置调节框架的立体结构示意图；Fig. 4 is the three-dimensional structure schematic diagram of the position adjustment frame;

图5为位置调节框架的局部立体结构分解示意图；Fig. 5 is the partial three-dimensional structure exploded schematic diagram of the position adjustment frame;

图6为拉升机构的立体结构示意图；Fig. 6 is the three-dimensional structure schematic diagram of the pulling mechanism;

图7为施压机构的立体结构示意图；Fig. 7 is the three-dimensional structure schematic diagram of the pressing mechanism;

图8为形变量检测机构的立体结构示意图；Fig. 8 is the three-dimensional structure schematic diagram of the deformation amount detection mechanism;

图9为高度调节机构的立体结构示意图；Fig. 9 is the three-dimensional structure schematic diagram of the height adjustment mechanism;

图10为本发明的局部立体结构示意图；10 is a schematic diagram of a partial three-dimensional structure of the present invention;

图11为拉力测试机构的立体结构示意图；Fig. 11 is a three-dimensional schematic diagram of a tensile test mechanism;

图12为拉伸组件的立体结构示意图；Fig. 12 is the three-dimensional structure schematic diagram of the stretching assembly;

图中：In the picture:

1、定位卡紧机构；1a、卡条板；1a1、第二插口；1b、插板；1b1、第一插口；1c、卡板；1c1、导滑槽；1d、导向板；1. Positioning and clamping mechanism; 1a, card board; 1a1, second socket; 1b, plug board; 1b1, first socket; 1c, card board; 1c1, guide chute; 1d, guide plate;

2、模拟框架；2. Simulation framework;

3、形变量检测机构；3a、电动滑台；3c、CCD相机；3d、高度调节机构；3d1、顶板；3d2、固定板；3d3、第二直线轴承；3d4、调节螺钉；3d5、第二导柱；3. Deformation detection mechanism; 3a, electric sliding table; 3c, CCD camera; 3d, height adjustment mechanism; 3d1, top plate; 3d2, fixing plate; 3d3, second linear bearing; 3d4, adjusting screw; 3d5, second guide column;

4、施压机构；4a、气缸；4b、固定板；4c、增高板；4d、C形卡框；4e、导框；4f、施压柱；4h、摩擦垫；4. Pressure mechanism; 4a, cylinder; 4b, fixed plate; 4c, heightening plate; 4d, C-shaped frame; 4e, lead frame; 4f, pressure column; 4h, friction pad;

5、拉升机构；5a、油缸；5b、第一导柱；5c、安装板；5d、第一直线轴承；5. Lifting mechanism; 5a, oil cylinder; 5b, first guide post; 5c, mounting plate; 5d, first linear bearing;

6、位置调节框架；6a、第一方形滑管；6b、第二方形滑管；6c、连接板；6d、摩擦板；6. Position adjustment frame; 6a, first square sliding pipe; 6b, second square sliding pipe; 6c, connecting plate; 6d, friction plate;

7、拉力测试机构；7a、导座；7b、导轨；7c、阻挡板；7d、拉伸组件；7d1、底板；7d2、减速机；7d3、驱动电机；7d4、钢绳；7d5、拉力计；7d6、收卷轮；7d7、收卷辊；7d8、棍座；7. Tensile testing mechanism; 7a, guide seat; 7b, guide rail; 7c, blocking plate; 7d, tensile assembly; 7d1, bottom plate; 7d2, reducer; 7d3, driving motor; 7d4, steel rope; 7d5, tension gauge; 7d6, rewinding wheel; 7d7, rewinding roller; 7d8, stick seat;

8、容纳盒体。8. Accommodating the box body.

具体实施方式Detailed ways

下面结合附图并通过具体实施方式来进一步说明本发明的技术方案。The technical solutions of the present invention are further described below with reference to the accompanying drawings and through specific embodiments.

其中，附图仅用于示例性说明，表示的仅是示意图，而非实物图，不能理解为对本专利的限制；为了更好地说明本发明的实施例，附图某些部件会有省略、放大或缩小，并不代表实际产品的尺寸。Among them, the accompanying drawings are only used for exemplary description, and they are only schematic diagrams, not physical drawings, and should not be construed as restrictions on this patent; in order to better illustrate the embodiments of the present invention, some parts of the accompanying drawings will be omitted, Enlarged or reduced, does not represent actual product size.

参照图1至图12所示的一种钢结构建筑主梁稳定性检测装置，包括定位卡紧机构1、模拟框架2、容纳盒体8、位置调节框架6、四个形变量检测机构3、若干个施压机构4、两个拉升机构5和拉力测试机构7，两个拉升机构5分别固定安装在容纳盒体8两侧内壁上，且两个拉升机构5呈相互对称设置，模拟框架2放置在容纳盒体8的内侧底部，用于卡紧模拟框架2的定位卡紧机构1固定安装在容纳盒体8的内侧底部，位置调节框架6固定安装在两个拉升机构5的底部，若干个施压机构4能够滑动的安装在位置调节框架6上，四个形变量检测机构3分别位于位置调节框架6的底部四侧，且四个形变量检测机构3均于位置调节框架6固定连接，两个拉力测试机构7固定安装在位置调节框架6上，且两个拉力测试机构7呈相互对称设置。当需要对模拟框架2的抗压强度和挡拉强度进行检测时，首先通过工人将模拟框架2放置在容纳盒体8内，再通过工人使用定位卡紧机构1将模拟框架2的底部进行卡紧，工人通过控制器控制形变量检测机构3进行工作，进而使得形变量检测机构3将模拟框架2原本的外形以数字化信号的模数传输给控制器，控制器在将信号传送给智能设备，智能设备再将信号进行数字化处理，进而形成线性图像，工人在将若干个施压机构4沿着位置调节框架6进行滑动，进而将若干个施压机构4调整到需要施压的位置，工人通过控制器控制若干个施压机构4进行工作，进而使得若干个施压机构4对模拟框架2进行施压，且这个过程中，形变量检测机构3也在继续工作，进而将模拟框架2变化情况通过控制器实时转输给智能设备，通过智能设备进行分析，进而确定随着时间的变化，模拟框架2所产生的形变量，Referring to Figures 1 to 12, a device for detecting the stability of a main beam of a steel structure building includes a positioning and clamping mechanism 1, a simulation frame 2, an accommodating box 8, a position adjustment frame 6, four deformation variable detection mechanisms 3, Several pressing mechanisms 4, two pulling mechanisms 5 and tensile force testing mechanism 7, the two pulling mechanisms 5 are respectively fixedly installed on the inner walls of the two sides of the accommodating box body 8, and the two pulling mechanisms 5 are arranged symmetrically to each other, The simulation frame 2 is placed on the inner bottom of the accommodating box 8, the positioning and clamping mechanism 1 for clamping the simulation frame 2 is fixedly installed on the inner bottom of the accommodating box 8, and the position adjusting frame 6 is fixedly installed on the two lifting mechanisms 5. At the bottom of the frame, several pressing mechanisms 4 can be slidably installed on the position adjustment frame 6, and the four deformation amount detection mechanisms 3 are respectively located on the four sides of the bottom of the position adjustment frame 6, and the four deformation amount detection mechanisms 3 are all in the position adjustment The frame 6 is fixedly connected, the two tensile force testing mechanisms 7 are fixedly installed on the position adjustment frame 6, and the two tensile force testing mechanisms 7 are arranged symmetrically to each other. When it is necessary to test the compressive strength and blocking strength of the simulation frame 2, the worker first places the simulation frame 2 in the accommodating box 8, and then the worker uses the positioning and clamping mechanism 1 to clamp the bottom of the simulation frame 2. Then, the worker controls the deformation detection mechanism 3 to work through the controller, so that the deformation detection mechanism 3 transmits the original shape of the simulation frame 2 to the controller with the modulus of the digital signal, and the controller transmits the signal to the intelligent device. The smart device then digitizes the signal to form a linear image. The worker slides several pressing mechanisms 4 along the position adjustment frame 6, and then adjusts several pressing mechanisms 4 to the position where pressure is required. The controller controls several pressing mechanisms 4 to work, so that several pressing mechanisms 4 apply pressure to the simulation frame 2, and during this process, the deformation variable detection mechanism 3 also continues to work, thereby simulating the changes of the frame 2. The controller is transferred to the smart device in real time, and analyzed by the smart device to determine the deformation value generated by the simulation frame 2 with the change of time.

工人通过控制器控制拉力测试机构7进行工作，进而对模拟框架2进行施加拉力，同时，形变量检测机构3将模拟框架2变化情况通过控制器实时转输给智能设备，通过智能设备进行分析，进而确定随着时间的变化，模拟框架2所产生的形变量，The worker controls the tensile testing mechanism 7 to work through the controller, and then applies tensile force to the simulation frame 2. At the same time, the deformation detection mechanism 3 transmits the changes of the simulation frame 2 to the intelligent equipment in real time through the controller, and analyzes it through the intelligent equipment. Then determine the deformation amount generated by the simulation frame 2 with the change of time,

工人通过控制器控制拉升机构5进行工作，进而调整位置调节框架6的高度，也就是调整施压机构4和拉力测试机构7的位置。The worker controls the lifting mechanism 5 to work through the controller, and then adjusts the height of the position adjusting frame 6 , that is, adjusts the positions of the pressing mechanism 4 and the tension testing mechanism 7 .

定位卡紧机构1包括卡板1c、两个导向板1d、卡条板1a和插板1b，两个导向板1d分别固定安装在两个插板1b的同一端，且每个导向板1d的一侧与容纳盒体8的内壁贴合，每个导向板1d的底部与容纳盒体8的内侧底部贴合，卡板1c卡接在两个导向板1d上，且卡板1c与容纳盒体8的内壁固定连接，且卡板1c上开设有供导向板1d滑动的导滑槽1c1，每个插板1b的顶部均开设有若干个第一插口1b1，若干个第一插口1b1沿着插板1b的长度方向均匀分布，每个卡条板1a的底部均开设有若干个第二插口1a1，若干个第二插口1a1沿着卡条板1a的长度方向均匀分布，每个卡条板1a的两个第二插口1a1分别卡接在两个第一插口1b1内，且两个卡条板1a的内壁与模拟框架2的两侧外壁接触，两个插板1b的内壁与模拟框架2的两侧外壁接触。当需要对放置在容纳盒体8内的模拟框架2进行卡紧时，通过工人移动两个插板1b，进而使得两个插板1b的内壁与模拟框架2的两侧外壁接触，再通过将两个卡条板1a卡接在两个插板1b上，且两个卡条板1a的内壁与模拟框架2的另外两侧外壁接触，进而完成对模拟框架2的固定。The positioning and clamping mechanism 1 includes a card plate 1c, two guide plates 1d, a card strip plate 1a and an insert plate 1b. The two guide plates 1d are respectively fixed and installed on the same end of the two insert plates 1b, and the One side is attached to the inner wall of the accommodating box body 8, the bottom of each guide plate 1d is attached to the inner bottom of the accommodating box body 8, the clamping plate 1c is clamped on the two guide plates 1d, and the clamping plate 1c is connected to the accommodating box. The inner wall of the body 8 is fixedly connected, and the card board 1c is provided with a guide chute 1c1 for the guide plate 1d to slide, and a number of first sockets 1b1 are opened on the top of each plug board 1b, and several first sockets 1b1 along the The length direction of the board 1b is evenly distributed, and the bottom of each board 1a is provided with several second sockets 1a1, and the several second sockets 1a1 are evenly distributed along the length direction of the board 1a. The two second sockets 1a1 of 1a are respectively clamped in the two first sockets 1b1, and the inner walls of the two clip boards 1a are in contact with the outer walls on both sides of the simulation frame 2, and the inner walls of the two plug boards 1b are in contact with the simulation frame 2. contact with the outer walls on both sides. When the simulation frame 2 placed in the accommodating box 8 needs to be clamped, the worker moves the two plug-in boards 1b so that the inner walls of the two plug-in boards 1b are in contact with the outer walls on both sides of the simulation frame 2. The two clamping strips 1a are clamped on the two inserting boards 1b, and the inner walls of the two clamping strips 1a are in contact with the outer walls of the other two sides of the simulation frame 2, thereby completing the fixing of the simulation frame 2.

位置调节框架6包括两个第一方形滑管6a、第二方形滑管6b和连接板6c，两个第一方形滑管6a呈相互对称设置，且两个第一方形滑管6a的外侧与容纳盒体8的两侧内壁贴合，两个连接板6c位于两个第一方形滑管6a之间，每个连接板6c的两端分别于两个第一方形滑管6a内壁固定连接，且两个连接板6c的外壁与容纳盒体8的另外两侧内壁贴合，两个第二方形滑管6b位于两个第一方形滑管6a之间，且每个第二方形滑管6b的两端分别插设在两个第一方形滑管6a内，每个第二方形滑管6b的两端与容纳盒体8的两侧外壁贴合，每个第二方形滑管6b的两端顶部均开设有容纳槽，每个容纳槽内固定设置有摩擦板6d，且第一方形滑管6a的内侧上表面设置有摩擦条，两个第一方形滑管6a分别固定安装在两个拉升机构5的底部，若干个施压机构4分别能够滑动设置在两个第二方形滑管6b上。当需要调节施压机构4的位置时，通过沿着第一方形滑管6a的长度方向推动第二方形滑管6b，进而调节施压机构4一侧方向的位置，通过推动施压机构4沿着第二方形滑管6b进行滑动，进而调节施压机构4另一侧方向的位置，当施压机构4的位置调整好后，通过启动施压机构4，进而使得施压机构4带动第二方形滑管6b向上运动，进而使得摩擦板6d与第一方形滑管6a内侧的上表面进行抵触，进而使得第二方形滑管6b与第一方形滑管6a之间通过摩擦力的作用，不会发生相互滑动，且通过施压机构4对模拟框架2的顶部抵触，进而使得施压机构4难以在第二方形滑管6b上滑动，进而完成施压机构4的定位。The position adjustment frame 6 includes two first square sliding pipes 6a, a second square sliding pipe 6b and a connecting plate 6c. The two first square sliding pipes 6a are arranged symmetrically with each other, and the two first square sliding pipes 6a The outer side of the accommodating box 8 is attached to the inner walls of the two sides of the accommodating box body 8. The two connecting plates 6c are located between the two first square sliding pipes 6a, and the two ends of each connecting plate 6c are respectively connected to the two first square sliding pipes. The inner walls of 6a are fixedly connected, and the outer walls of the two connecting plates 6c are fitted with the inner walls of the other two sides of the accommodating box 8, and the two second square sliding pipes 6b are located between the two first square sliding pipes 6a, and each The two ends of the second square sliding pipes 6b are respectively inserted into the two first square sliding pipes 6a. Both ends of the two square sliding pipes 6b are provided with accommodating grooves, and each accommodating groove is fixedly provided with a friction plate 6d, and the inner upper surface of the first square sliding pipe 6a is provided with friction strips. The sliding pipes 6a are respectively fixed and installed on the bottoms of the two pulling mechanisms 5, and the several pressing mechanisms 4 are respectively slidably arranged on the two second square sliding pipes 6b. When the position of the pressing mechanism 4 needs to be adjusted, the second square sliding pipe 6b is pushed along the length direction of the first square sliding pipe 6a to adjust the position of the pressing mechanism 4 on one side. By pushing the pressing mechanism 4 Slide along the second square sliding tube 6b, and then adjust the position of the other side of the pressing mechanism 4. After the position of the pressing mechanism 4 is adjusted, the pressing mechanism 4 is activated, so that the pressing mechanism 4 drives the first The two-square sliding pipe 6b moves upward, so that the friction plate 6d collides with the upper surface of the inner side of the first square sliding pipe 6a, thereby making the friction between the second square sliding pipe 6b and the first square sliding pipe 6a through frictional force. Therefore, the pressing mechanism 4 collides with the top of the simulation frame 2, making it difficult for the pressing mechanism 4 to slide on the second square sliding pipe 6b, thereby completing the positioning of the pressing mechanism 4.

每个拉升机构5均包括油缸5a、两个第一导柱5b、安装板5c和第一直线轴承5d，油缸5a通过支撑架固定安装在容纳盒体8的一侧内壁上，且油缸5a的输出端与第一方形滑管6a的顶部固定连接，两个第一导柱5b位于油缸5a的两侧，且两个第一导柱5b的底部与第一方形滑管6a的顶部固定连接，两个安装板5c固定安装在容纳盒体8的内壁上，且两个第一直线轴承5d分别安装在两个安装板5c上，每个第一导柱5b的顶部穿过第一直线轴承5d，且两个第一导柱5b与两个第一直线轴承5d滑动连接。当需要调整施压机构4和拉力测试机构7的位置时，工人通过控制器控制油缸5a进行工作，进而使得油缸5a带动第一方形滑管6a向上运动，进而使得第一方形滑管6a带动两个第一导柱5b向上运动，进而使得两个第一导柱5b在两个第一直线轴承5d上滑动，进而调整第一方形滑管6a的位置，进而使得第一方形滑管6a带动连接板6c和第二方形滑管6b运动，进而使得连接板6c带动施压机构4进行运动，进而使得第二方形滑管6b带动拉力测试机构7进行运动，进而调整施压机构4和拉力测试机构7的位置。Each pulling mechanism 5 includes an oil cylinder 5a, two first guide posts 5b, a mounting plate 5c and a first linear bearing 5d. The oil cylinder 5a is fixedly installed on the inner wall of one side of the accommodating box 8 through a support frame, and the oil cylinder The output end of 5a is fixedly connected to the top of the first square slide pipe 6a, the two first guide posts 5b are located on both sides of the oil cylinder 5a, and the bottoms of the two first guide posts 5b are connected to the bottom of the first square slide tube 6a. The top is fixedly connected, the two mounting plates 5c are fixedly mounted on the inner wall of the accommodating box 8, and the two first linear bearings 5d are respectively mounted on the two mounting plates 5c, and the top of each first guide post 5b passes through The first linear bearing 5d, and the two first guide posts 5b are slidably connected with the two first linear bearings 5d. When it is necessary to adjust the positions of the pressing mechanism 4 and the tension testing mechanism 7, the worker controls the oil cylinder 5a to work through the controller, so that the oil cylinder 5a drives the first square sliding pipe 6a to move upward, thereby making the first square sliding pipe 6a move upward. The two first guide posts 5b are driven to move upward, so that the two first guide posts 5b slide on the two first linear bearings 5d, thereby adjusting the position of the first square sliding pipe 6a, thereby making the first square The sliding pipe 6a drives the connecting plate 6c and the second square sliding pipe 6b to move, so that the connecting plate 6c drives the pressing mechanism 4 to move, so that the second square sliding pipe 6b drives the tensile testing mechanism 7 to move, and then adjusts the pressing mechanism 4 and the location of the tensile testing mechanism 7.

每个施压机构4均包括气缸4a、固定板4b、导框4e、施压柱4f、摩擦垫4h、两个增高板4c和C形卡框4d，导框4e插设在第二方形滑管6b内，且导框4e的两侧外壁与第二方形滑管6b的两侧内壁贴合，两个C形卡框4d固定安装在导框4e的两侧，且每个C形卡框4d的内侧顶部与第二方形滑管6b的顶部接触，每个C形卡框4d的内侧底部与第二方形滑管6b的底部接触，两个增高板4c固定安装在两个C形卡框4d的顶部，且固定板4b固定安装在两个增高板4c的顶部，气缸4a固定安装在固定板4b的顶部，气缸4a的输出端穿过固定板4b与施压柱4f固定连接，导框4e上开设有供施压柱4f滑动的滑孔，施压柱4f位于滑孔内，且施压柱4f的底部穿过滑孔与摩擦垫4h固定连接。当需要施压机构4对模拟框架2的顶部进行施加压力时，工人通过控制器控制气缸4a进行运动，进而使得气缸4a带动施压柱4f进行运动，进而使得施压柱4f带动摩擦垫4h进行运动，进而使得摩擦垫4h对模拟框架2的顶部进行施加压力，且通过摩擦垫4h与模拟框架2之间的摩擦力，使得气缸4a在工作的过程中气缸4a不会发生移动，且当需要调整施压机构4的位置时，通过推动气缸4a，进而使得C形卡框4d沿着第二方形滑管6b进行滑动。Each pressing mechanism 4 includes a cylinder 4a, a fixing plate 4b, a guide frame 4e, a pressing column 4f, a friction pad 4h, two heightening plates 4c and a C-shaped clip frame 4d. The guide frame 4e is inserted into the second square slide Inside the tube 6b, and the outer walls on both sides of the guide frame 4e are in contact with the inner walls on both sides of the second square sliding tube 6b, two C-shaped clip frames 4d are fixedly installed on both sides of the guide frame 4e, and each C-shaped clip frame The inner top of 4d is in contact with the top of the second square sliding pipe 6b, the inner bottom of each C-shaped card frame 4d is in contact with the bottom of the second square sliding pipe 6b, and the two height-enhancing boards 4c are fixedly installed on the two C-shaped card frames. The top of 4d, the fixed plate 4b is fixedly installed on the top of the two heightening plates 4c, the cylinder 4a is fixedly installed on the top of the fixed plate 4b, the output end of the cylinder 4a is fixedly connected to the pressure column 4f through the fixed plate 4b, and the lead frame A sliding hole for the pressing column 4f to slide is opened on the 4e, the pressing column 4f is located in the sliding hole, and the bottom of the pressing column 4f is fixedly connected to the friction pad 4h through the sliding hole. When the pressing mechanism 4 needs to apply pressure to the top of the simulation frame 2, the worker controls the cylinder 4a to move through the controller, so that the cylinder 4a drives the pressure cylinder 4f to move, and then the pressure cylinder 4f drives the friction pad 4h to move. movement, so that the friction pad 4h exerts pressure on the top of the simulation frame 2, and through the friction between the friction pad 4h and the simulation frame 2, the cylinder 4a will not move during the working process, and when necessary When the position of the pressing mechanism 4 is adjusted, by pushing the air cylinder 4a, the C-shaped card frame 4d slides along the second square sliding pipe 6b.

每个形变量检测机构3均包括电动滑台3a、CCD相机3c和高度调节机构3d，高度调节机构3d固定安装在连接板6c上，且电动滑台3a固定安装在高度调节机构3d的顶部，CCD相机3c固定安装在电动滑台3a的滑座上，电动滑台3a和CCD相机3c均与控制器电连接。工人通过控制器控制电动滑台3a的CCD相机3c进行工作，进而使得电动滑台3a带动CCD相机3c进行左右移动，进而对模拟框架2一侧的外形进行记录，通过四个形变量检测机构3，进而对模拟框架2的四侧的外形进行记录，再将模拟框架2原本的外形以数字化信号的模数传输给控制器，控制器在将信号传送给智能设备，智能设备再将信号进行数字化处理，进而形成线性图像，再通过施压机构4和拉力测试机构7进行工作，进而使得模拟框架2上产生形变量，同时电动滑台3a带动CCD相机3c进行左右移动，CCD相机3c将模拟框架2变化情况通过控制器实时转输给智能设备，通过智能设备进行分析，进而确定随着时间的变化，模拟框架2所产生的形变量。Each deformation detection mechanism 3 includes an electric slide table 3a, a CCD camera 3c and a height adjustment mechanism 3d, the height adjustment mechanism 3d is fixedly installed on the connecting plate 6c, and the electric slide table 3a is fixedly installed on the top of the height adjustment mechanism 3d, The CCD camera 3c is fixedly mounted on the sliding seat of the electric sliding table 3a, and both the electric sliding table 3a and the CCD camera 3c are electrically connected to the controller. The worker controls the CCD camera 3c of the electric sliding table 3a to work through the controller, so that the electric sliding table 3a drives the CCD camera 3c to move left and right, and then records the shape of one side of the simulation frame 2, through the four deformation variable detection mechanisms 3 , and then record the shape of the four sides of the simulation frame 2, and then transmit the original shape of the simulation frame 2 to the controller in the form of a digital signal, and the controller transmits the signal to the smart device, and the smart device digitizes the signal. processing, and then form a linear image, and then work through the pressing mechanism 4 and the tensile testing mechanism 7, so as to generate a deformation amount on the simulation frame 2, and at the same time, the electric slide 3a drives the CCD camera 3c to move left and right, and the CCD camera 3c will simulate the frame. 2. The change situation is transmitted to the intelligent device in real time through the controller, and analyzed by the intelligent device, and then the deformation amount generated by the simulation frame 2 is determined with the change of time.

高度调节机构3d包括顶板3d1、固定板3d2调节螺钉3d4、两个第二直线轴承3d3和第二导柱3d5，固定板3d2固定安装在连接板6c上，顶板3d1位于第二直线轴承3d3的正上方，且两个第二直线轴承3d3固定安装在固定板3d2上，且每个第二导柱3d5的顶端穿过第二直线轴承3d3且与顶板3d1固定连接，电动滑台3a固定安装在顶板3d1的顶部上，固定板3d2上开设有与调节螺钉3d4啮合的螺纹孔，调节螺钉3d4安装在固定板3d2上，且调节螺钉3d4的顶部与顶板3d1的底部抵触。当需要调接CCD相机3c的高度时，通过扭动调节螺钉3d4，进而使得调节螺钉3d4与固定板3d2进行啮合，进而使得调节螺钉3d4的顶部对顶板3d1向上顶升，或者调节螺钉3d4向下移动，顶板3d1向下移动，进而调节CCD相机3c的高度，通过第二导柱3d5和第二直线轴承3d3对顶板3d1的上下运动起到导向的作用。The height adjustment mechanism 3d includes a top plate 3d1, a fixing plate 3d2 adjusting screws 3d4, two second linear bearings 3d3 and a second guide post 3d5, the fixing plate 3d2 is fixedly mounted on the connecting plate 6c, and the top plate 3d1 is located in the right direction of the second linear bearing 3d3. Above, and the two second linear bearings 3d3 are fixedly installed on the fixed plate 3d2, and the top of each second guide column 3d5 passes through the second linear bearing 3d3 and is fixedly connected to the top plate 3d1, and the electric slide 3a is fixedly mounted on the top plate On the top of 3d1, the fixing plate 3d2 is provided with a threaded hole that engages with the adjusting screw 3d4, the adjusting screw 3d4 is installed on the fixing plate 3d2, and the top of the adjusting screw 3d4 is in conflict with the bottom of the top plate 3d1. When it is necessary to adjust the height of the CCD camera 3c, the adjusting screw 3d4 is twisted, so that the adjusting screw 3d4 is engaged with the fixing plate 3d2, so that the top of the adjusting screw 3d4 is lifted upward against the top plate 3d1, or the adjusting screw 3d4 is downward. Moving, the top plate 3d1 moves downward, and then adjusts the height of the CCD camera 3c. The second guide post 3d5 and the second linear bearing 3d3 play a guiding role for the up and down movement of the top plate 3d1.

每个拉力测试机构7均包括导轨7b、两个阻挡板7c、若干个导座7a和拉伸组件7d，导轨7b固定安装在连接板6c上，且两个阻挡板7c固定安装在连接板6c上，且两个阻挡板7c位于导轨7b的两侧，若干个导座7a安装在导轨7b上，且若干个拉伸组件7d分别安装在若干个导座7a上。通过两个阻挡板7c防止导座7a从导轨7b上脱离出来，当需要测试模拟框架2的挡拉强度时，通过移动拉伸组件7d，使得拉伸组件7d带动导座7a沿着导轨7b进行移动，进而使得拉伸组件7d移动到相应的位置，再通过拉伸组件7d与模拟框架2上相应的位置连接，工人再通过控制器控制拉伸组件7d进行工作，进而使得拉伸组件7d对模拟框架2上施加拉力。Each tensile test mechanism 7 includes a guide rail 7b, two blocking plates 7c, several guide bases 7a and a tensile assembly 7d, the guide rail 7b is fixedly installed on the connecting plate 6c, and the two blocking plates 7c are fixedly installed on the connecting plate 6c and two blocking plates 7c are located on both sides of the guide rail 7b, a number of guide bases 7a are installed on the guide rail 7b, and a number of stretching assemblies 7d are respectively installed on a number of guide bases 7a. Two blocking plates 7c are used to prevent the guide base 7a from disengaging from the guide rail 7b. When the tensile strength of the simulation frame 2 needs to be tested, the stretching assembly 7d is moved so that the stretching assembly 7d drives the guide base 7a to move along the guide rail 7b. Move, and then move the stretching assembly 7d to the corresponding position, and then connect the stretching assembly 7d to the corresponding position on the simulation frame 2, and the worker controls the stretching assembly 7d to work through the controller, so that the stretching assembly 7d A tensile force is applied to the simulation frame 2.

每个拉伸组件7d均包括底板7d1、减速机7d2、驱动电机7d3、钢绳7d4、拉力计7d5、收卷轮7d6、收卷辊7d7和两个棍座7d8，底板7d1固定安装在导座7a上，两个棍座7d8固定安装在底板7d1上，收卷辊7d7安装在两个棍座7d8上，收卷轮7d6安装在收卷辊7d7上，且收卷轮7d6位于两个棍座7d8之间，且收卷轮7d6的两侧与两个棍座7d8的内侧接触，钢绳7d4的一端固定安装在收卷轮7d6上，且钢绳7d4缠绕在收卷轮7d6上，且钢绳7d4的另一端固定在模拟框架2上，拉力计7d5安装在钢绳7d4上，减速机7d2通过支撑座固定安装在底板7d1上，且驱动电机7d3固定安装在减速机7d2上，减速机7d2的输出端通过联轴器与收卷辊7d7固定连接。工人通过控制器控制驱动电机7d3进行运动，进而使得驱动电机7d3带动导座7a2进行运动，进而使得减速机7d2带动收卷轮7d6进行运动，进而使得收卷轮7d6对钢绳7d4进行收卷，进而使得钢绳7d4拉动模拟框架2，进而使得拉力计7d5上显示拉力值，拉力计7d5内设置有无线传输模块，进而使得拉力计7d5通过无线传输模块将数值传输给控制器，当传输到控制器，控制器再将数值传输给智能设备，当数值与预设的数值相等时，智能设备将信号传输给控制器，控制器控制驱动电机7d3保持转力，使得拉力计7d5上的数值不在改变，进而确定随着时间的变化，模拟框架2所产生的形变量，当拉力计7d5上的数值减少时，驱动电机7d3增加转力，进而使得钢绳7d4对模拟框架2的拉力增加。Each stretching assembly 7d includes a bottom plate 7d1, a speed reducer 7d2, a driving motor 7d3, a steel wire 7d4, a tension gauge 7d5, a winding wheel 7d6, a winding roller 7d7 and two stick seats 7d8, and the bottom plate 7d1 is fixedly mounted on the guide seat 7a, two stick bases 7d8 are fixedly mounted on the bottom plate 7d1, the winding roller 7d7 is mounted on the two stick bases 7d8, the winding wheel 7d6 is mounted on the winding roller 7d7, and the winding wheel 7d6 is located on the two stick bases 7d8, and the two sides of the winding wheel 7d6 are in contact with the inner sides of the two stick bases 7d8, one end of the steel wire 7d4 is fixedly installed on the winding wheel 7d6, and the steel wire 7d4 is wound on the winding wheel 7d6, and the steel The other end of the rope 7d4 is fixed on the simulation frame 2, the tension gauge 7d5 is installed on the steel rope 7d4, the reducer 7d2 is fixedly installed on the base plate 7d1 through the support seat, and the drive motor 7d3 is fixedly installed on the reducer 7d2, the reducer 7d2 The output end is fixedly connected with the take-up roller 7d7 through the coupling. The worker controls the drive motor 7d3 to move through the controller, so that the drive motor 7d3 drives the guide base 7a2 to move, so that the reducer 7d2 drives the rewinding wheel 7d6 to move, so that the reeling wheel 7d6 rewinds the steel rope 7d4, Then, the steel rope 7d4 pulls the simulation frame 2, so that the tension value is displayed on the tension meter 7d5, and a wireless transmission module is arranged in the tension meter 7d5, so that the tension meter 7d5 transmits the value to the controller through the wireless transmission module. The controller then transmits the value to the smart device. When the value is equal to the preset value, the smart device transmits the signal to the controller, and the controller controls the drive motor 7d3 to maintain the torque, so that the value on the tension gauge 7d5 does not change. , and then determine the amount of deformation generated by the simulation frame 2 with the change of time. When the value on the tension meter 7d5 decreases, the driving motor 7d3 increases the rotational force, thereby increasing the tensile force of the steel rope 7d4 on the simulation frame 2.

.一种建筑水泥均匀涂抹设备的工作方法，其特征在于，. a kind of working method of building cement uniform coating equipment, it is characterized in that,

S1：模拟框架固定；S1: The simulation frame is fixed;

首先通过工人将模拟框架2放置在容纳盒体8内，通过工人移动两个插板1b，进而使得两个插板1b的内壁与模拟框架2的两侧外壁接触，再通过将两个卡条板1a卡接在两个插板1b上，且两个卡条板1a的内壁与模拟框架2的另外两侧外壁接触，进而完成对模拟框架2的固定；First, the worker places the simulation frame 2 in the accommodating box 8, and the worker moves the two plug boards 1b so that the inner walls of the two plug boards 1b are in contact with the outer walls on both sides of the simulation frame 2, and then the two clamping strips The board 1a is clipped on the two plug boards 1b, and the inner walls of the two clip boards 1a are in contact with the outer walls of the other two sides of the simulation frame 2, thereby completing the fixation of the simulation frame 2;

S2：模拟框架初始形状录入；S2: Input the initial shape of the simulation frame;

工人通过控制器控制电动滑台3a的CCD相机3c进行工作，进而使得电动滑台3a带动CCD相机3c进行左右移动，进而对模拟框架2一侧的外形进行记录，通过四个形变量检测机构3，进而对模拟框架2的四侧的外形进行记录，再将模拟框架2原本的外形以数字化信号的模数传输给控制器，控制器在将信号传送给智能设备，智能设备再将信号进行数字化处理，进而形成线性图像；The worker controls the CCD camera 3c of the electric sliding table 3a to work through the controller, so that the electric sliding table 3a drives the CCD camera 3c to move left and right, and then records the shape of one side of the simulation frame 2, through the four deformation variable detection mechanisms 3 , and then record the shape of the four sides of the simulation frame 2, and then transmit the original shape of the simulation frame 2 to the controller in the form of a digital signal, and the controller transmits the signal to the smart device, and the smart device digitizes the signal. processing to form a linear image;

S3：施压位置调节；S3: pressure position adjustment;

当需要调节施压机构4的位置时，通过沿着第一方形滑管6a的长度方向推动第二方形滑管6b，进而调节施压机构4一侧方向的位置，通过推动施压机构4沿着第二方形滑管6b进行滑动，进而调节施压机构4另一侧方向的位置，进而完成施压机构4的位置调整，When the position of the pressing mechanism 4 needs to be adjusted, the second square sliding pipe 6b is pushed along the length direction of the first square sliding pipe 6a to adjust the position of the pressing mechanism 4 on one side. By pushing the pressing mechanism 4 Slide along the second square sliding tube 6b to adjust the position of the other side of the pressing mechanism 4, and then complete the position adjustment of the pressing mechanism 4.

S4：模拟框架顶部施压，施压机构定位；S4: The top of the simulation frame is pressed, and the pressing mechanism is positioned;

工人通过控制器控制气缸4a进行运动，进而使得气缸4a带动施压柱4f进行运动，进而使得施压柱4f带动摩擦垫4h进行运动，进而使得摩擦垫4h对模拟框架2的顶部进行施加压力，且施压机构4带动第二方形滑管6b向上运动，进而使得摩擦板6d与第一方形滑管6a内侧的上表面进行抵触，进而使得第二方形滑管6b与第一方形滑管6a之间通过摩擦力的作用，不会发生相互滑动，且通过施压机构4对模拟框架2的顶部抵触，通过摩擦垫4h与模拟框架2之间的摩擦力，使得气缸4a在工作的过程中气缸4a不会发生移动，进而完成施压机构4的定位和模拟框架2顶部施压；The worker controls the air cylinder 4a to move through the controller, so that the air cylinder 4a drives the pressure column 4f to move, so that the pressure column 4f drives the friction pad 4h to move, so that the friction pad 4h exerts pressure on the top of the simulation frame 2, And the pressing mechanism 4 drives the second square slide pipe 6b to move upward, so that the friction plate 6d collides with the upper surface of the inner side of the first square slide pipe 6a, thereby making the second square slide pipe 6b and the first square slide pipe collide. Through the action of frictional force, there is no mutual sliding between 6a, and the top of the simulation frame 2 is collided by the pressing mechanism 4, and the friction between the friction pad 4h and the simulation frame 2 makes the cylinder 4a in the working process. The middle cylinder 4a will not move, thereby completing the positioning of the pressing mechanism 4 and pressing the top of the simulated frame 2;

S5：施加压力，模拟框架的变化分析；S5: Apply pressure to simulate the change analysis of the frame;

且施压机构施压的这个过程中，形变量检测机构3也在继续工作，进而将模拟框架2变化情况通过控制器实时转输给智能设备，通过智能设备进行分析，进而确定随着时间的变化，模拟框架2所产生的形变量；And in the process of applying pressure by the pressing mechanism, the deformation variable detection mechanism 3 also continues to work, and then the changes of the simulation frame 2 are transferred to the smart device in real time through the controller, and analyzed by the smart device to determine the change over time. Change, simulate the deformation amount generated by frame 2;

S6：拉力检测机构的定位；S6: The positioning of the tensile force detection mechanism;

当需要测试模拟框架2的挡拉强度时，通过移动拉伸组件7d，使得拉伸组件7d带动导座7a沿着导轨7b进行移动，进而使得拉伸组件7d移动到相应的位置，再通过拉伸组件7d与模拟框架2上相应的位置连接，工人通过控制器控制驱动电机7d3进行运动，进而使得驱动电机7d3带动导座7a2进行运动，进而使得减速机7d2带动收卷轮7d6进行运动，进而使得收卷轮7d6对钢绳7d4进行收卷，进而使得钢绳7d4拉动模拟框架2，进而通过拉力的束缚，完成拉力检测机构的定位；When it is necessary to test the tensile strength of the simulation frame 2, by moving the stretching assembly 7d, the stretching assembly 7d drives the guide base 7a to move along the guide rail 7b, so that the stretching assembly 7d moves to the corresponding position, and then the pulling assembly 7d moves to the corresponding position. The extension assembly 7d is connected to the corresponding position on the simulation frame 2, and the worker controls the drive motor 7d3 to move through the controller, so that the drive motor 7d3 drives the guide base 7a2 to move, so that the reducer 7d2 drives the take-up wheel 7d6 to move, and then Make the reeling wheel 7d6 rewind the steel rope 7d4, and then make the steel rope 7d4 pull the simulation frame 2, and then complete the positioning of the tension detection mechanism through the restraint of the tension;

S7：拉力反馈；S7: tension feedback;

拉力计7d5上显示拉力值，拉力计7d5内设置有无线传输模块，进而使得拉力计7d5通过无线传输模块将数值传输给控制器，当传输到控制器，控制器再将数值传输给智能设备，当数值与预设的数值相等时，智能设备将信号传输给控制器，控制器控制驱动电机7d3保持转力，使得拉力计7d5上的数值不在改变，进而确定随着时间的变化，模拟框架2所产生的形变量，当拉力计7d5上的数值减少时，驱动电机7d3增加转力，进而使得钢绳7d4对模拟框架2的拉力增加；The tension value is displayed on the tension meter 7d5, and a wireless transmission module is set in the tension meter 7d5, so that the tension meter 7d5 transmits the value to the controller through the wireless transmission module. When the value is equal to the preset value, the smart device transmits the signal to the controller, and the controller controls the driving motor 7d3 to maintain the rotational force, so that the value on the tension gauge 7d5 does not change, and then determines that the simulation frame 2 changes with time. For the amount of deformation generated, when the value on the tension gauge 7d5 decreases, the driving motor 7d3 increases the rotational force, thereby increasing the pulling force of the steel rope 7d4 on the simulation frame 2;

S8：施加拉力，模拟框架变化分析；S8: Apply tension to simulate frame change analysis;

且拉力测试机构7工作的这个过程中，形变量检测机构3也在继续工作，进而将模拟框架2变化情况通过控制器实时转输给智能设备，通过智能设备进行分析，进而确定随着时间的变化，模拟框架2所产生的形变量。And during the working process of the tensile testing mechanism 7, the deformation variable detection mechanism 3 also continues to work, and then the changes of the simulation frame 2 are transferred to the intelligent equipment in real time through the controller, and analyzed by the intelligent equipment to determine the change over time. Change, the amount of deformation produced by the simulation frame 2.

工作原理：首先通过工人将模拟框架2放置在容纳盒体8内，通过工人移动两个插板1b，进而使得两个插板1b的内壁与模拟框架2的两侧外壁接触，再通过将两个卡条板1a卡接在两个插板1b上，且两个卡条板1a的内壁与模拟框架2的另外两侧外壁接触，进而完成对模拟框架2的固定，工人通过控制器控制电动滑台3a的CCD相机3c进行工作，进而使得电动滑台3a带动CCD相机3c进行左右移动，进而对模拟框架2一侧的外形进行记录，通过四个形变量检测机构3，进而对模拟框架2的四侧的外形进行记录，再将模拟框架2原本的外形以数字化信号的模数传输给控制器，控制器在将信号传送给智能设备，智能设备再将信号进行数字化处理，进而形成线性图像，当需要调节施压机构4的位置时，通过沿着第一方形滑管6a的长度方向推动第二方形滑管6b，进而调节施压机构4一侧方向的位置，通过推动施压机构4沿着第二方形滑管6b进行滑动，进而调节施压机构4另一侧方向的位置，当施压机构4的位置调整好后，工人通过控制器控制气缸4a进行运动，进而使得气缸4a带动施压柱4f进行运动，进而使得施压柱4f带动摩擦垫4h进行运动，进而使得摩擦垫4h对模拟框架2的顶部进行施加压力，且施压机构4带动第二方形滑管6b向上运动，进而使得摩擦板6d与第一方形滑管6a内侧的上表面进行抵触，进而使得第二方形滑管6b与第一方形滑管6a之间通过摩擦力的作用，不会发生相互滑动，且通过施压机构4对模拟框架2的顶部抵触，通过摩擦垫4h与模拟框架2之间的摩擦力，使得气缸4a在工作的过程中气缸4a不会发生移动，进而完成施压机构4的定位和模拟框架2顶部施压，且这个过程中，形变量检测机构3也在继续工作，进而将模拟框架2变化情况通过控制器实时转输给智能设备，通过智能设备进行分析，进而确定随着时间的变化，模拟框架2所产生的形变量，当需要测试模拟框架2的挡拉强度时，通过移动拉伸组件7d，使得拉伸组件7d带动导座7a沿着导轨7b进行移动，进而使得拉伸组件7d移动到相应的位置，再通过拉伸组件7d与模拟框架2上相应的位置连接，工人通过控制器控制驱动电机7d3进行运动，进而使得驱动电机7d3带动导座7a2进行运动，进而使得减速机7d2带动收卷轮7d6进行运动，进而使得收卷轮7d6对钢绳7d4进行收卷，进而使得钢绳7d4拉动模拟框架2，进而通过拉力的束缚，完成拉力检测机构的定位，拉力计7d5上显示拉力值，拉力计7d5内设置有无线传输模块，进而使得拉力计7d5通过无线传输模块将数值传输给控制器，当传输到控制器，控制器再将数值传输给智能设备，当数值与预设的数值相等时，智能设备将信号传输给控制器，控制器控制驱动电机7d3保持转力，使得拉力计7d5上的数值不在改变，进而确定随着时间的变化，模拟框架2所产生的形变量，当拉力计7d5上的数值减少时，驱动电机7d3增加转力，进而使得钢绳7d4对模拟框架2的拉力增加，且拉力测试机构7工作的这个过程中，形变量检测机构3也在继续工作，进而将模拟框架2变化情况通过控制器实时转输给智能设备，通过智能设备进行分析，进而确定随着时间的变化，模拟框架2所产生的形变量，进而完成钢结构建筑主梁稳定性的检测。Working principle: First, the worker places the simulation frame 2 in the accommodating box 8, and the worker moves the two inserts 1b, so that the inner walls of the two inserts 1b are in contact with the outer walls on both sides of the simulation frame 2, and then the two inserts 1b are moved. Each clamping strip 1a is clamped on the two plug boards 1b, and the inner walls of the two clamping strips 1a are in contact with the outer walls of the other two sides of the simulation frame 2, thereby completing the fixing of the simulation frame 2, and the worker controls the electric motor through the controller. The CCD camera 3c of the sliding table 3a works, so that the electric sliding table 3a drives the CCD camera 3c to move left and right, and then records the shape of one side of the simulation frame 2, through the four deformation variable detection mechanisms 3, and then the simulation frame 2 The shape of the four sides is recorded, and then the original shape of the analog frame 2 is transmitted to the controller in the form of a digital signal. The controller transmits the signal to the smart device, and the smart device digitizes the signal to form a linear image. , when it is necessary to adjust the position of the pressing mechanism 4, by pushing the second square sliding pipe 6b along the length direction of the first square sliding pipe 6a, and then adjusting the position of the pressing mechanism 4 on one side, by pushing the pressing mechanism 4. Slide along the second square slide pipe 6b, and then adjust the position of the other side of the pressing mechanism 4. When the position of the pressing mechanism 4 is adjusted, the worker controls the cylinder 4a to move through the controller, thereby making the cylinder 4a move. The pressure column 4f is driven to move, so that the pressure column 4f drives the friction pad 4h to move, so that the friction pad 4h exerts pressure on the top of the simulation frame 2, and the pressure mechanism 4 drives the second square slide tube 6b to move upward. , so that the friction plate 6d collides with the upper surface of the inner side of the first square sliding pipe 6a, so that the friction between the second square sliding pipe 6b and the first square sliding pipe 6a does not occur mutual sliding. , and the pressure mechanism 4 collides with the top of the simulation frame 2, through the friction between the friction pad 4h and the simulation frame 2, so that the cylinder 4a will not move during the working process, and then complete the pressure mechanism 4 The positioning of the simulation frame 2 and the pressure on the top of the simulation frame 2 are applied, and during this process, the deformation variable detection mechanism 3 is also working, and then the changes of the simulation frame 2 are transferred to the smart device in real time through the controller, and analyzed by the smart device to determine. With the change of time, the amount of deformation generated by the simulation frame 2, when the tensile strength of the simulation frame 2 needs to be tested, by moving the stretching assembly 7d, the stretching assembly 7d drives the guide base 7a to move along the guide rail 7b, Then, the stretching assembly 7d is moved to the corresponding position, and then the stretching assembly 7d is connected to the corresponding position on the simulation frame 2. The worker controls the driving motor 7d3 to move through the controller, so that the driving motor 7d3 drives the guide base 7a2 to move. , and then make the reducer 7d2 drive the rewinding wheel 7d6 to move, and then make the reeling wheel 7d6 rewind the steel rope 7d4, and then make the steel rope 7d4 pull the simulation frame 2, and then through the restraint of the tension, complete the positioning of the tension detection mechanism , the tension value is displayed on the tension meter 7d5 , the tension meter 7d5 is provided with a wireless transmission module, so that the tension meter 7d5 transmits the value to the controller through the wireless transmission module, and when it is transmitted to the controller, the controller transmits the value to the smart device. When it is equal, the intelligent device transmits the signal to the controller, and the controller controls the driving motor 7d3 to maintain the rotational force, so that the value on the tension meter 7d5 does not change, and then determines the deformation amount generated by the simulation frame 2 with the change of time. When the numerical value on the tensile force meter 7d5 decreases, the driving motor 7d3 increases the rotational force, thereby increasing the tensile force of the steel rope 7d4 on the simulation frame 2, and during the operation of the tensile force testing mechanism 7, the deformation variable detection mechanism 3 also continues to work, Then, the changes of the simulated frame 2 are transmitted to the intelligent equipment in real time through the controller, and analyzed by the intelligent equipment, and then the deformation variables generated by the simulated frame 2 are determined with the change of time, and then the stability of the main beam of the steel structure building is completed. detection.

Claims (8)

1. The working method of the construction cement uniform smearing equipment is characterized by comprising the following steps of:
s1: fixing the simulation frame;
firstly, a simulation frame (2) is placed in an accommodating box body (8) through a worker, two inserting plates (1 b) are moved through the worker, the inner walls of the two inserting plates (1 b) are in contact with the outer walls of the two sides of the simulation frame (2), then the two inserting plates (1 a) are clamped on the two inserting plates (1 b), the inner walls of the two inserting plates (1 a) are in contact with the outer walls of the other two sides of the simulation frame (2), and then the simulation frame (2) is fixed.
2. The method of operation of claim 1, further comprising the steps of:
s2: inputting an initial shape of the simulation frame;
the workman carries out work through CCD camera (3 c) of electronic slip table (3 a) of controller control, and then make electronic slip table (3 a) drive CCD camera (3 c) and remove about, and then the appearance to simulation frame (2) one side is taken notes, through four deformation detection mechanism (3), and then take notes the appearance of four sides of simulation frame (2), the appearance that will simulate frame (2) originally again transmits the controller with the modulus of digital signal, the controller is giving the smart machine with signal transmission, the smart machine carries out digital processing with the signal again, and then form linear image.
3. The method of operation of claim 2, wherein: further comprising the steps of:
s3: adjusting the pressing position;
when the position of the pressing mechanism (4) needs to be adjusted, the second square sliding pipe (6 b) is pushed along the length direction of the first square sliding pipe (6 a), so that the position of one side direction of the pressing mechanism (4) is adjusted, the pressing mechanism (4) is pushed to slide along the second square sliding pipe (6 b), so that the position of the other side direction of the pressing mechanism (4) is adjusted, and the position adjustment of the pressing mechanism (4) is completed.
4. The method of operation of claim 3, wherein: further comprising the steps of:
s4: the top of the simulation frame is pressed, and a pressing mechanism is used for positioning;
a worker controls the air cylinder (4 a) to move through the controller, so that the air cylinder (4 a) drives the pressure application column (4 f) to move, so that the pressure application column (4 f) drives the friction pad (4 h) to move, so that the friction pad (4 h) applies pressure to the top of the simulation frame (2), the pressure application mechanism (4) drives the second square sliding pipe (6 b) to move upwards, so that the friction plate (6 d) is abutted against the upper surface of the inner side of the first square sliding pipe (6 a), so that the second square sliding pipe (6 b) and the first square sliding pipe (6 a) cannot slide mutually under the action of friction force, the top of the simulation frame (2) is abutted through the pressure application mechanism (4), and the air cylinder (4 a) cannot move in the working process through the friction force between the friction pad (4 h) and the simulation frame (2), thereby completing the positioning of the pressing mechanism (4) and the top pressing of the simulation frame (2).
5. The method of operation of claim 4, further comprising the steps of:
s5: applying pressure to simulate the change analysis of the frame;
and in the process of pressing by the pressing mechanism, the deformation quantity detection mechanism (3) continues to work, so that the change condition of the simulation frame (2) is transmitted to the intelligent equipment in real time through the controller, and is analyzed through the intelligent equipment, so that the deformation quantity generated by the simulation frame (2) along with the change of time is determined.
6. The method of operation of claim 5, further comprising the steps of:
s6: positioning a tension detection mechanism;
when the blocking and pulling strength of the simulation frame (2) needs to be tested, the stretching assembly (7 d) is moved, the stretching assembly (7 d) drives the guide seat (7 a) to move along the guide rail (7 b), the stretching assembly (7 d) is moved to a corresponding position, the stretching assembly (7 d) is connected with the corresponding position on the simulation frame (2), a worker controls the driving motor (7 d 3) to move through the controller, the driving motor (7 d 3) drives the guide seat (7 a) 2 to move, the speed reducer (7 d 2) drives the winding wheel (7 d 6) to move, the winding wheel (7 d 6) winds the steel rope (7 d 4), the steel rope (7 d 4) pulls the simulation frame (2), and the positioning of the tension detection mechanism is completed through the constraint of the steel rope (7 d 4).
7. The method of operation of claim 6, further comprising the steps of:
s7: tension feedback;
the tension meter (7 d 5) displays a tension value, a wireless transmission module is arranged in the tension meter (7 d 5), the tension meter (7 d 5) transmits a numerical value to the controller through the wireless transmission module, when the numerical value is transmitted to the controller, the controller transmits the numerical value to the intelligent equipment, when the numerical value is equal to a preset numerical value, the intelligent equipment transmits a signal to the controller, the controller controls the driving motor (7 d 3) to keep rotating force, the numerical value on the tension meter (7 d 5) is not changed, deformation quantity generated by the simulation frame (2) along with time change is further determined, when the numerical value on the tension meter (7 d 5) is reduced, the driving motor (7 d 3) increases the rotating force, and then the tension of the steel rope (7 d 4) on the simulation frame (2) is increased.
8. The method of operation of claim 7, further comprising the steps of:
s8: applying tension, and simulating frame change analysis;
and in the working process of the tension testing mechanism (7), the deformation quantity detecting mechanism (3) continues to work, so that the change condition of the simulation frame (2) is transmitted to the intelligent equipment in real time through the controller, and is analyzed through the intelligent equipment, so that the deformation quantity generated by the simulation frame (2) along with the change of time is determined.
CN202010556865.1A 2020-06-18 2020-06-18 A working method of the stability detection device for the main beam of a steel structure building Active CN111521357B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010556865.1A CN111521357B (en) 2020-06-18 2020-06-18 A working method of the stability detection device for the main beam of a steel structure building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010556865.1A CN111521357B (en) 2020-06-18 2020-06-18 A working method of the stability detection device for the main beam of a steel structure building

Publications (2)

Publication Number Publication Date
CN111521357A true CN111521357A (en) 2020-08-11
CN111521357B CN111521357B (en) 2022-07-19

Family

ID=71909934

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010556865.1A Active CN111521357B (en) 2020-06-18 2020-06-18 A working method of the stability detection device for the main beam of a steel structure building

Country Status (1)

Country Link
CN (1) CN111521357B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116183383A (en) * 2022-12-20 2023-05-30 杭萧钢构（山东）有限公司 A device for detecting the stability of the main girder of a high-rise steel structure building

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06148065A (en) * 1992-11-13 1994-05-27 Japan Tobacco Inc Adhesive strength measuring machine
CN105043991A (en) * 2015-06-08 2015-11-11 山东雅百特科技有限公司 Intelligent metal structure monitoring system
CN107449575A (en) * 2017-09-19 2017-12-08 臻越自动化技术（上海）有限公司 Car roof rigidity detection device and car roof stiffness excitations equipment
CN108226447A (en) * 2018-01-31 2018-06-29 山东科技大学 Coal underground mining surface movement three-dimensional simulation experimental rig and test method
CN209296481U (en) * 2018-11-27 2019-08-23 李斌 A kind of resistance to compression detection device of building bar
CN209927424U (en) * 2018-12-03 2020-01-10 江西省红马钢结构有限公司 Anti-deformation device for steel member
US20200080275A1 (en) * 2018-09-10 2020-03-12 Hangzhou Ougan Technology Co.,Ltd. Cavity-type load box
CN111076921A (en) * 2020-01-16 2020-04-28 山东普泰工程检测鉴定有限公司 Multi-environment anti-deformation detection device for steel structure
CN111076881A (en) * 2020-01-18 2020-04-28 山东普泰工程检测鉴定有限公司 Intelligent deformation detection system for large building steel structure
CN111207994A (en) * 2020-01-17 2020-05-29 浙江固泰工程技术科技有限公司 Steel strength detection device for building detection
CN111257119A (en) * 2020-01-18 2020-06-09 范佳 A pressure device for bridge model test

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06148065A (en) * 1992-11-13 1994-05-27 Japan Tobacco Inc Adhesive strength measuring machine
CN105043991A (en) * 2015-06-08 2015-11-11 山东雅百特科技有限公司 Intelligent metal structure monitoring system
CN107449575A (en) * 2017-09-19 2017-12-08 臻越自动化技术（上海）有限公司 Car roof rigidity detection device and car roof stiffness excitations equipment
CN108226447A (en) * 2018-01-31 2018-06-29 山东科技大学 Coal underground mining surface movement three-dimensional simulation experimental rig and test method
US20200080275A1 (en) * 2018-09-10 2020-03-12 Hangzhou Ougan Technology Co.,Ltd. Cavity-type load box
CN209296481U (en) * 2018-11-27 2019-08-23 李斌 A kind of resistance to compression detection device of building bar
CN209927424U (en) * 2018-12-03 2020-01-10 江西省红马钢结构有限公司 Anti-deformation device for steel member
CN111076921A (en) * 2020-01-16 2020-04-28 山东普泰工程检测鉴定有限公司 Multi-environment anti-deformation detection device for steel structure
CN111207994A (en) * 2020-01-17 2020-05-29 浙江固泰工程技术科技有限公司 Steel strength detection device for building detection
CN111076881A (en) * 2020-01-18 2020-04-28 山东普泰工程检测鉴定有限公司 Intelligent deformation detection system for large building steel structure
CN111257119A (en) * 2020-01-18 2020-06-09 范佳 A pressure device for bridge model test

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116183383A (en) * 2022-12-20 2023-05-30 杭萧钢构（山东）有限公司 A device for detecting the stability of the main girder of a high-rise steel structure building
CN116183383B (en) * 2022-12-20 2024-12-03 杭萧钢构（山东）有限公司 A device for detecting the stability of main beams of high-rise steel structure buildings

Also Published As

Publication number Publication date
CN111521357B (en) 2022-07-19

Similar Documents

Publication Publication Date Title
KR101832207B1 (en) Clamps Tensile Tester
CN113484166B (en) A test device for testing the interface shear performance between fibers and media
CN203275108U (en) A bridge model static force loading device
CN104749049A (en) Rock mass structural surface shear test method and device
CN108918259B (en) Device and method for testing strength of welding seam of strain clamp
CN111521357B (en) A working method of the stability detection device for the main beam of a steel structure building
CN105910900A (en) FPC flexible flat cable tension test device
CN104062113A (en) Falling protector self-locking reliability tester
CN103884595B (en) Casting sand five intensity vertical device for testing and the sand bond acquisition methods based on this device
CN206378363U (en) Tension compression bidirectional test fixture and queen post dynamometer check system
CN205280509U (en) Compression testing machine in concrete material high temperature
CN108225648B (en) Spring compensator assembling and testing equipment and using method thereof
CN116086988A (en) Umbilical cable bending stiffness testing device and method
CN103575443B (en) A kind of device for bonding wire tensile test
CN205175828U (en) Tensile testing machine
CN118937089B (en) Textile yarn tensile property detection equipment
CN112129630B (en) Horizontal stress testing device for working platform
CN114955773A (en) Debugging equipment and debugging method for elevator progressive safety gear lifting mechanism
CN110031394A (en) A kind of sliding compound friction testing machine of drop hammer type punching
CN111649930A (en) Steel construction building girder stability detection device
CN107941489A (en) Simulate the standard section of tower crane reliability test bench of actual condition loading
CN116754392A (en) Steel bar height Wen Lali relaxation testing machine
CN205910066U (en) Cable mechanics detection device
CN115493924A (en) Automobile wire harness assembly detection device and detection method thereof
CN114646528A (en) Net surface bursting test device and test method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
TA01 Transfer of patent application right

Effective date of registration: 20220629

Address after: 272000 No.1, row 3, West courtyard, juxinyuan business city, Xinglongzhuang street, Yanzhou District, Jining City, Shandong Province

Applicant after: Shandong DINGQILAI Steel Structure Engineering Co.,Ltd.

Address before: No.1800 Cailun, Zhangjiang High Tech Park, Pudong New Area, Shanghai

Applicant before: Zhao Guirong

TA01 Transfer of patent application right
GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: Working method of a stability detection device for steel structure building main beams

Granted publication date: 20220719

Pledgee: Shandong Jining Yanzhou Rural Commercial Bank Co.,Ltd.

Pledgor: Shandong DINGQILAI Steel Structure Engineering Co.,Ltd.

Registration number: Y2024980051266

PE01 Entry into force of the registration of the contract for pledge of patent right