CN111948131A - Test device and test method for testing reinforced concrete bonding strength - Google Patents

Test device and test method for testing reinforced concrete bonding strength Download PDF

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CN111948131A
CN111948131A CN202010761869.3A CN202010761869A CN111948131A CN 111948131 A CN111948131 A CN 111948131A CN 202010761869 A CN202010761869 A CN 202010761869A CN 111948131 A CN111948131 A CN 111948131A
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reinforced concrete
base
concrete sample
top plate
structural
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CN111948131B (en
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李兵
马超
张连英
李雁
朱炯
于洋
仇培涛
晁兵
沙宇尧
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Xuzhou University of Technology
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Abstract

本发明提供了一种用于测试钢筋混凝土粘结强度的试验装置及试验方法,装置:结构底座的顶部通过多根上部连接件连接有结构顶板;推出方法:固定结构底座;放置钢筋混凝土试样;放置压力传感器;放置电子千分表;通过信号处理器建立连接;进行推出加载实现;拉拔方法:固定结构底座;放置钢筋混凝土试样;组装结构顶板、布置伺服作动器;放置电子千分表;通过信号处理器建立连接;进行拉拔加载实现。该装置结构简单,能有效满足对钢筋混凝土粘结强度的试验需求,从而有助于准确的测试钢筋混凝土的承载能力;该方法过程简单,结果准确可靠,能够对钢筋混凝土的承载力进行准确测试,便于工程应用,同时,能为工程设计及施工提供理论依据。

Figure 202010761869

The invention provides a test device and a test method for testing the bonding strength of reinforced concrete. The device: the top of the structural base is connected with a structural roof through a plurality of upper connecting pieces; the pushing method: fixing the structural base; placing a reinforced concrete sample ;Place the pressure sensor;Place the electronic dial gauge; Establish the connection through the signal processor; Carry out the push-out loading realization;Pulling method: fix the structure base;Place the reinforced concrete sample;Assemble the structure roof, arrange the servo actuator;Place the electronic dial Sub-table; establish connection through signal processor; pull and load realization. The device has a simple structure and can effectively meet the test requirements for the bond strength of reinforced concrete, thereby helping to accurately test the bearing capacity of reinforced concrete; the method has simple process, accurate and reliable results, and can accurately test the bearing capacity of reinforced concrete It is convenient for engineering application, and at the same time, it can provide theoretical basis for engineering design and construction.

Figure 202010761869

Description

一种用于测试钢筋混凝土粘结强度的试验装置及试验方法A test device and test method for testing the bond strength of reinforced concrete

技术领域technical field

本发明属于建筑工程技术领域,具体涉及一种用于测试钢筋混凝土粘结强度的试验装置及试验方法。The invention belongs to the technical field of construction engineering, and particularly relates to a test device and a test method for testing the bond strength of reinforced concrete.

背景技术Background technique

钢筋混凝土结构在设计、施工以及使用过程中,由于各种不确定因素造成其承载能力不能满足安全使用的要求,而在钢筋混凝土结构中,钢筋和混凝土之间的相互粘结是二者共同作用的关键,即钢筋和混凝土之间的粘结作用使得两种材料能充分发挥各自的优势,从而建立起钢筋混凝土结构的承载能力。现有技术中的试验装置结构繁琐、操作复杂,并不能有效满足对钢筋混凝土粘结强度的试验需求,从而不能准确的测试钢筋混凝土的承载能力,不能为工程设计及施工提供理论依据。In the process of design, construction and use of reinforced concrete structures, due to various uncertain factors, their bearing capacity cannot meet the requirements of safe use. The key point is that the bond between the steel bar and the concrete enables the two materials to give full play to their respective advantages, thereby establishing the bearing capacity of the reinforced concrete structure. The test device in the prior art is complicated in structure and complicated in operation, and cannot effectively meet the test requirements for the bond strength of reinforced concrete, thus cannot accurately test the bearing capacity of reinforced concrete, and cannot provide a theoretical basis for engineering design and construction.

发明内容SUMMARY OF THE INVENTION

针对现有技术存在的一些问题,本发明提供一种用于测试钢筋混凝土粘结强度的试验装置及试验方法,该装置结构简单,能有效满足对钢筋混凝土粘结强度的试验需求,从而有助于准确的测试钢筋混凝土的承载能力;该方法过程简单,结果准确可靠,能够对钢筋混凝土的承载力进行准确测试,便于工程应用,同时,能为工程设计及施工提供理论依据。In view of some problems existing in the prior art, the present invention provides a test device and a test method for testing the bond strength of reinforced concrete. The device has a simple structure and can effectively meet the test requirements for the bond strength of reinforced concrete, thereby helping It is used to accurately test the bearing capacity of reinforced concrete; the method is simple in process, accurate and reliable in results, and can accurately test the bearing capacity of reinforced concrete, which is convenient for engineering application, and can provide theoretical basis for engineering design and construction.

为了实现上述目的,本发明提供了一种用于测试钢筋混凝土粘结强度的试验装置,包括结构底座、上部连接件和下部连接件;In order to achieve the above object, the present invention provides a test device for testing the bond strength of reinforced concrete, comprising a structural base, an upper connecting piece and a lower connecting piece;

所述结构底座竖向的延伸,其包括竖向支撑件、固定连接在竖向支撑件顶部的底座顶板和固定连接在竖向支撑件底部的底座底板;所述竖向支撑件包括相对设置的两个中间长肋板、相对设置的两个中间短肋板和分别位于两个中间长肋板外侧的两对外侧肋板,两个中间短肋板固定连接在两个中间长肋板之间,两对外侧肋板分别固定连接在两个中间长肋板的外侧;所述底座顶板中心开设有圆形槽孔B,其边沿的部分周向均匀的开设有多个U形槽孔b;所述底座底板靠近边缘的部分周向均匀地开设有多个圆形槽孔C;The vertical extension of the structural base includes a vertical support, a base top plate fixedly connected to the top of the vertical support, and a base bottom plate fixedly connected to the bottom of the vertical support; the vertical support includes oppositely arranged Two middle long ribs, two oppositely arranged middle short ribs and two pairs of outer ribs respectively located outside the two middle long ribs, and the two middle short ribs are fixedly connected between the two middle long ribs , the two pairs of outer rib plates are fixedly connected to the outer sides of the two middle long rib plates respectively; the center of the top plate of the base is provided with a circular slot B, and a part of its edge is uniformly provided with a plurality of U-shaped slots B in the circumferential direction; The part of the base bottom plate close to the edge is evenly provided with a plurality of circular slot holes C in the circumferential direction;

所述下部连接件的数量为多个,且数量与圆形槽孔C的数量相一致;下部连接件的上端插装于圆形槽孔C中;The number of the lower connector is multiple, and the number is consistent with the number of the circular slot C; the upper end of the lower connector is inserted into the circular slot C;

所述上部连接件的数量为多个,且数量与U形槽孔b的数量相一致,上部连接件的下端插装于U形槽孔b中。The number of the upper connecting pieces is multiple, and the number is consistent with the number of the U-shaped slot holes b, and the lower ends of the upper connecting pieces are inserted into the U-shaped slot holes b.

该装置结构简单,制造成本低,能有效满足对钢筋混凝土粘结强度的试验需求,从而有助于准确的测试钢筋混凝土的承载能力。The device is simple in structure and low in manufacturing cost, and can effectively meet the test requirements for the bond strength of reinforced concrete, thereby helping to accurately test the bearing capacity of reinforced concrete.

进一步,为了保证试验装置的稳定性,还包括试验平台底座,所述试验平台底座设置在结构底座的下方,试验平台底座上设置有多个圆形通孔,多个圆形通孔与多个圆形槽孔C一一相对应的设置,多个下部连接件的下端分别插装于多个圆形通孔中,并将试验平台底座与底座底板固定连接。Further, in order to ensure the stability of the test device, it also includes a test platform base, the test platform base is arranged below the structural base, and the test platform base is provided with a plurality of circular through holes, a plurality of circular through holes and a plurality of circular through holes. The circular slot holes C are arranged in a one-to-one correspondence, and the lower ends of the plurality of lower connecting pieces are respectively inserted into the plurality of circular through holes, and the base of the test platform is fixedly connected to the base plate of the base.

进一步,为了在进行推出试验能实时同步地记录数据,还包括钢筋混凝土试样、压力传感器、螺纹上压板、螺纹下压板、伺服作动器、薄钢片A、万向支撑架、电子千分表、信号处理器和电脑;Further, in order to record data synchronously in real time during the push-out test, it also includes reinforced concrete samples, pressure sensors, threaded upper pressure plate, threaded lower pressure plate, servo actuator, thin steel sheet A, universal support frame, electronic micrometer Tables, signal processors and computers;

所述竖向支撑件对应圆形槽孔B的部分为中空结构;The part of the vertical support member corresponding to the circular slot B is a hollow structure;

所述钢筋混凝土试样为待测试钢筋混凝土样品,其呈立方体型,其中部埋设有钢筋,钢筋延伸到钢筋混凝土试样相对两端面的外部,且于钢筋混凝土试样的一侧外部裸露有短段钢筋,于钢筋混凝土试样的另一侧外部裸露有长段钢筋;钢筋混凝土试样设置在底座顶板的上方,且长段钢筋穿过圆形槽孔B伸入到竖向支撑件的空腔中;The reinforced concrete sample is the reinforced concrete sample to be tested, which is in the shape of a cube, and the steel bar is embedded in the middle, and the steel bar extends to the outside of the opposite end faces of the reinforced concrete sample, and there are exposed short bars on the outside of one side of the reinforced concrete sample. There is a long section of steel bar exposed on the other side of the reinforced concrete sample; the reinforced concrete sample is set above the top plate of the base, and the long section of steel bar extends through the circular slot B into the hollow of the vertical support. in the cavity;

所述压力传感器为中空型测力传感器,压力传感器的内腔上端和下端均设置有内螺纹结构;所述螺纹上压板的下端和螺纹下压板的上端均固定连接有螺柱,并通过螺柱连接在压力传感器的上端和下端形成压力检测机构;所述压力检测机构设置在钢筋混凝土试样的上方,且螺纹下压板的下端面与短段钢筋的上端相接触的设置;The pressure sensor is a hollow load cell, and the upper and lower ends of the inner cavity of the pressure sensor are provided with internal thread structures; the lower end of the threaded upper pressure plate and the upper end of the threaded lower pressure plate are fixedly connected with studs, and through the studs The upper end and the lower end of the pressure sensor are connected to form a pressure detection mechanism; the pressure detection mechanism is arranged above the reinforced concrete sample, and the lower end surface of the threaded lower pressure plate is in contact with the upper end of the short section of reinforcement;

所述伺服作动器固定支设在压力检测机构的上方,且其伸缩端朝下设置,并与螺纹上压板的上端面固定连接;The servo actuator is fixedly supported above the pressure detection mechanism, and its telescopic end is set downward, and is fixedly connected with the upper end face of the threaded upper pressure plate;

所述薄钢片A水平设置,其一端贴合地粘结在螺纹下压板的侧面,其另一端延伸到钢筋混凝土试样的外侧;The thin steel sheet A is arranged horizontally, one end of which is adhered to the side of the threaded lower pressing plate, and the other end extends to the outside of the reinforced concrete sample;

所述万向支撑架的底座固定连接在底座顶板的上端面,所述电子千分表安装在万向支撑架的上部,且其测杆下端与薄钢片A的上端面相接触配合;The base of the universal support frame is fixedly connected to the upper end surface of the base top plate, the electronic dial indicator is installed on the upper part of the universal support frame, and the lower end of the measuring rod is in contact with the upper end surface of the thin steel sheet A;

所述电脑通过信号处理器分别与电子千分表和压力传感器连接,且还与伺服作动器连接。The computer is respectively connected with the electronic dial indicator and the pressure sensor through the signal processor, and is also connected with the servo actuator.

本发明结构简单,制造成本低,可以方便地进行钢筋混凝土试样的推出试验,还能方便地记录试验数据,可以准确的测试钢筋混凝土的承载能力,能为工程设计及施工提供理论依据。The invention has simple structure and low manufacturing cost, can conveniently carry out the push-out test of the reinforced concrete sample, can conveniently record the test data, can accurately test the bearing capacity of the reinforced concrete, and can provide a theoretical basis for engineering design and construction.

进一步,为了方便进行拉拔试验,还包括结构顶板,所述结构顶板设置在结构底座的上方,且其中心开设有圆形槽孔A,其边沿的部分周向均匀的开设有多个U形槽孔a,圆形槽孔A与圆形槽孔B相对应的设置,多个U形槽孔a与多个U形槽孔b相对应的设置。Further, in order to facilitate the pulling test, it also includes a structural top plate, the structural top plate is arranged above the structural base, and a circular slot A is opened in its center, and a part of its edge is uniformly opened with a plurality of U-shaped holes in the circumferential direction. Slot hole a, the arrangement of circular slot holes A corresponding to the circular slot holes B, the arrangement of multiple U-shaped slot holes a and the arrangement of multiple U-shaped slot holes b.

进一步,为了在进行拉拔试验能实时同步地记录数据,还包括钢筋混凝土试样、压力传感器、穿孔下压板、穿孔上压板、伺服作动器、薄钢片B、万向支撑架、电子千分表、信号处理器和电脑;Further, in order to record data synchronously in real time during the pull-out test, it also includes reinforced concrete samples, pressure sensors, perforated lower pressure plates, perforated upper pressure plates, servo actuators, thin steel sheets B, universal support frames, electronic Sub-meters, signal processors and computers;

所述竖向支撑件对应圆形槽孔B的部分为中空结构;The part of the vertical support member corresponding to the circular slot B is a hollow structure;

所述钢筋混凝土试样为待测试钢筋混凝土样品,其呈立方体型,其中部埋设有钢筋,钢筋延伸到钢筋混凝土试样相对两端面的外部,且于钢筋混凝土试样的一侧外部裸露有短段钢筋,于钢筋混凝土试样的另一侧外部裸露有长段钢筋;钢筋混凝土试样设置在底座顶板和结构顶板之间,且短段钢筋的下端与底座顶板的上端面之间留有间隙,长段钢筋的上端由圆形槽孔A穿出到结构顶板的上方;The reinforced concrete sample is the reinforced concrete sample to be tested, which is in the shape of a cube, and the steel bar is embedded in the middle, and the steel bar extends to the outside of the opposite end faces of the reinforced concrete sample, and there are exposed short bars on the outside of one side of the reinforced concrete sample. There is a long section of steel bar exposed on the other side of the reinforced concrete sample; the reinforced concrete sample is set between the base roof and the structural roof, and there is a gap between the lower end of the short section of steel and the upper end of the base roof , the upper end of the long section of steel bars is pierced through the circular slot A to the top of the structural roof;

所述压力传感器为中空型测力传感器;所述穿孔上压板和穿孔下压板的中心均设置有透孔,并分别同轴心的设置在压力传感器的上端和下端,形成带有中空腔的压力检测机构;所述压力检测机构设置在钢筋混凝土试样和结构顶板之间,且通过其中空腔套设在长段钢筋的外部;The pressure sensor is a hollow load cell; the center of the perforated upper pressure plate and the perforated lower pressure plate are provided with through holes, and are respectively coaxially arranged on the upper and lower ends of the pressure sensor to form a pressure with a hollow cavity a detection mechanism; the pressure detection mechanism is arranged between the reinforced concrete sample and the structural roof, and the cavity is sleeved on the outside of the long section of reinforcement through the cavity;

所述伺服作动器固定支设在结构顶板的上方,且其伸缩端朝下设置,并与长段钢筋的上端固定连接;The servo actuator is fixedly supported on the top of the structure roof, and its telescopic end is set downward, and is fixedly connected with the upper end of the long steel bar;

所述薄钢片B水平设置,其一端贴合地粘结在钢筋混凝土试样的短段钢筋的端面,另一端水平延伸至钢筋混凝土试样的外侧;The thin steel sheet B is arranged horizontally, one end of which is closely bonded to the end face of the short-section steel bar of the reinforced concrete sample, and the other end extends horizontally to the outside of the reinforced concrete sample;

所述万向支撑架的底座固定连接在底座顶板的上端面,所述电子千分表安装在万向支撑架的上部,且其测杆下端与薄钢片B的上端面相接触配合;The base of the universal support frame is fixedly connected to the upper end surface of the base top plate, the electronic dial indicator is installed on the upper part of the universal support frame, and the lower end of the measuring rod is in contact with the upper end surface of the thin steel sheet B;

所述电脑通过信号处理器分别与电子千分表和压力传感器连接,且还与伺服作动器连接。The computer is respectively connected with the electronic dial indicator and the pressure sensor through the signal processor, and is also connected with the servo actuator.

本发明结构简单,制造成本低,可以方便地进行钢筋混凝土试样的拉拔试验,还能方便地记录试验数据,可以准确的测试钢筋混凝土的承载能力,能为工程设计及施工提供理论依据。The invention has the advantages of simple structure and low manufacturing cost, can conveniently carry out the pulling test of the reinforced concrete sample, can conveniently record the test data, can accurately test the bearing capacity of the reinforced concrete, and can provide a theoretical basis for engineering design and construction.

进一步,为了方便建立试验装置的组装,同时,也为了方便试验装置的拆解,所述上部连接件由上部连接件螺杆、分别连接在上部连接件螺杆上下两端的多个上部连接件螺母和分别套设在上部连接件螺杆上下两端的多个上部连接件垫片组成;Further, in order to facilitate the assembly of the test device, and also to facilitate the disassembly of the test device, the upper connector is composed of an upper connector screw, a plurality of upper connector nuts connected to the upper and lower ends of the upper connector screw, and respectively. It is composed of a plurality of upper connecting piece gaskets sleeved on the upper and lower ends of the upper connecting piece screw;

下部连接件由下部连接件螺栓、连接在下部连接件螺栓下部的多个下部连接件螺母和分别套设在下部连接件螺栓下部的多个下部连接件垫片组成。The lower connector is composed of a lower connector bolt, a plurality of lower connector nuts connected to the lower part of the lower connector bolt, and a plurality of lower connector gaskets respectively sleeved on the lower part of the lower connector bolt.

作为一种优选,所述底座顶板和底座底板均呈方形,U形槽孔b的数量为四个,且分别设置在底座顶板四边的中部。As a preference, the base top plate and the base bottom plate are both square, and the number of U-shaped slot holes b is four, which are respectively arranged in the middle of the four sides of the base top plate.

本发明还提供了一种用于测试钢筋混凝土粘结强度的试验方法,利用一种用于测试钢筋混凝土粘结强度的试验装置进行推出试验,具体包括以下步骤:The invention also provides a test method for testing the bond strength of reinforced concrete, which utilizes a test device for testing the bond strength of reinforced concrete to carry out a push-out test, which specifically includes the following steps:

步骤一:固定结构底座;Step 1: Fix the structural base;

将结构底座通过下部连接件与试验平台底座固定连接在一起;The structural base is fixedly connected to the base of the test platform through the lower connector;

步骤二:放置钢筋混凝土试样;Step 2: Place the reinforced concrete sample;

将钢筋混凝土试样的长段钢筋穿过底座顶板的圆形槽孔B,放置在底座顶板上面;Pass the long steel bar of the reinforced concrete sample through the circular slot B of the base top plate and place it on the base top plate;

步骤三:放置压力传感器;Step 3: Place the pressure sensor;

将螺纹下压板和螺纹上压板通过螺纹配合的方式分别与压力传感器内腔上端和下端连接形成压力检测机构,将压力检测机构中的螺纹上压板与固定支设在压力检测机构上方的伺服作动器连接,并通过电脑调节伺服作动器使螺纹下压板的下端面与钢筋混凝土试样的短段钢筋上端相接触;The threaded lower pressure plate and the threaded upper pressure plate are respectively connected with the upper and lower ends of the pressure sensor cavity by means of thread matching to form a pressure detection mechanism, and the threaded upper pressure plate in the pressure detection mechanism is fixedly supported on the pressure detection mechanism. Connect with the reinforced concrete sampler, and adjust the servo actuator through the computer to make the lower end face of the threaded lower pressure plate contact the upper end of the short section of the steel bar of the reinforced concrete sample;

步骤四:放置电子千分表;Step 4: Place the electronic dial indicator;

将薄钢片A水平的设置,并使其一端与螺纹下压板的侧面通过结构胶粘结;将电子千分表与万向支撑架组合,并将万向支撑架放置在底座顶板的上端面,使电子千分表的测杆下端与薄钢片A的上端面相接触;Set the thin steel sheet A horizontally, and make one end of it and the side of the threaded lower pressure plate bonded with structural adhesive; combine the electronic dial indicator with the universal support bracket, and place the universal support bracket on the upper end face of the base top plate , so that the lower end of the measuring rod of the electronic dial indicator is in contact with the upper end face of the thin steel sheet A;

步骤五:通过信号处理器建立连接;Step 5: Establish a connection through the signal processor;

将压力传感器和电子千分表通过导线连接与信号处理器,将信号处理器和伺服作动器与电脑通过导线连接;Connect the pressure sensor and electronic dial indicator to the signal processor through wires, and connect the signal processor and servo actuator to the computer through wires;

步骤六:进行推出加载实现;Step 6: Carry out push-out loading implementation;

通过电脑控制伺服作动器向下施加压力,并逐渐增加压力,驱动压力检测机构下压短段钢筋上端,并通过电脑实时记录压力传感器所采集的压力值及电子千分表的读数。The servo actuator is controlled by the computer to exert downward pressure, and gradually increase the pressure, drive the pressure detection mechanism to press down the upper end of the short section of steel bars, and record the pressure value collected by the pressure sensor and the reading of the electronic dial gauge in real time through the computer.

该方法步骤简单,操作方便,能便捷地实现对钢筋混凝土试样的推出试验。本发明能有效满足对钢筋混凝土粘结强度的试验需求,从而能准确的测试钢筋混凝土的承载能力,并可以为工程设计及施工提供理论依据。The method has simple steps and convenient operation, and can conveniently realize the push-out test of the reinforced concrete sample. The invention can effectively meet the test requirements for the bond strength of reinforced concrete, so that the bearing capacity of reinforced concrete can be accurately tested, and the theoretical basis for engineering design and construction can be provided.

本发明还提供了一种用于测试钢筋混凝土粘结强度的试验方法,利用一种用于测试钢筋混凝土粘结强度的试验装置进行拉拔试验,具体包括以下步骤:The invention also provides a test method for testing the bond strength of reinforced concrete, which utilizes a test device for testing the bond strength of reinforced concrete to perform a pull-out test, which specifically includes the following steps:

步骤一:固定结构底座;Step 1: Fix the structural base;

将结构底座通过下部连接件与试验平台底座固定连接在一起;The structural base is fixedly connected to the base of the test platform through the lower connector;

步骤二:放置钢筋混凝土试样;Step 2: Place the reinforced concrete sample;

将钢筋混凝土试样的短段钢筋朝向底座顶板的设置;将穿孔下压板穿过钢筋混凝土试样的长段钢筋放置在混凝土试样的表面,将压力传感器穿过钢筋混凝土试样的长段钢筋放置在穿孔下压板上;将穿孔上压板穿过钢筋混凝土试样的长段钢筋放置在压力传感器上;Set the short section of the reinforced concrete sample towards the top plate of the base; place the perforated lower pressure plate through the long section of the reinforced concrete sample on the surface of the concrete sample, and put the pressure sensor through the long section of the reinforced concrete sample. Place on the perforated lower pressure plate; place the perforated upper pressure plate through the long section of reinforcement of the reinforced concrete sample on the pressure sensor;

步骤三:组装结构顶板、布置伺服作动器;Step 3: Assemble the structural top plate and arrange the servo actuator;

将结构顶板穿过钢筋混凝土试样的长段钢筋,并通过上部连接件建立结构顶板与结构底座的连接,并使结构顶板与穿孔上压板的上端面留有一定的距离;在结构顶板上方固定支设伺服作动器,并使伺服作动器与长段钢筋的上端固定连接,并通过电脑控制伺服作动器回缩一定距离,使穿孔上压板紧贴于结构顶板,同时确保钢筋混凝土试样的短段钢筋(6-2)的端面距底座顶板的上端面有一定的距离;Pass the structural roof through the long steel bars of the reinforced concrete sample, and establish the connection between the structural roof and the structural base through the upper connector, and leave a certain distance between the structural roof and the upper end face of the perforated upper pressure plate; fix it above the structural roof The servo actuator is set up, and the servo actuator is fixedly connected with the upper end of the long steel bar, and the servo actuator is controlled by the computer to retract a certain distance, so that the perforated upper pressure plate is close to the structural top plate, and at the same time, the reinforced concrete test is ensured. There is a certain distance between the end face of the short-section steel bar (6-2) and the upper end face of the base top plate;

步骤四:放置电子千分表;Step 4: Place the electronic dial indicator;

将薄钢片B水平的设置,并使其一端与钢筋混凝土试样的短段钢筋的端面通过结构胶粘结;将电子千分表与万向支撑架组合,并将万向支撑架放置在底座顶板的上端面,使电子千分表的测杆下端与薄钢片A的上端面相接触;Set the thin steel sheet B horizontally, and bond one end of the steel sheet B with the end face of the short section of the reinforced concrete sample through structural adhesive; combine the electronic dial indicator with the universal support frame, and place the universal support frame on the The upper end face of the top plate of the base, so that the lower end of the measuring rod of the electronic dial indicator is in contact with the upper end face of the thin steel sheet A;

步骤五:通过信号处理器建立连接;Step 5: Establish a connection through the signal processor;

将压力传感器和电子千分表通过导线连接与信号处理器,将信号处理器和伺服作动器与电脑通过导线连接;Connect the pressure sensor and electronic dial indicator to the signal processor through wires, and connect the signal processor and servo actuator to the computer through wires;

步骤六:进行拉拔加载实现;Step 6: Carry out pulling and loading realization;

通过电脑控制伺服作动器向上拉拔长段钢筋,并逐渐增加拉力,并通过电脑实时记录压力传感器所采集的拉力值及电子千分表的读数。The servo actuator is controlled by the computer to pull up the long steel bar, and the tension is gradually increased, and the tension value collected by the pressure sensor and the reading of the electronic dial gauge are recorded in real time through the computer.

该方法步骤简单,操作方便,能便捷地实现对钢筋混凝土试样的推出试验。本发明能有效满足对钢筋混凝土粘结强度的试验需求,从而能准确的测试钢筋混凝土的承载能力,并可以为工程设计及施工提供理论依据。The method has simple steps and convenient operation, and can conveniently realize the push-out test of the reinforced concrete sample. The invention can effectively meet the test requirements for the bond strength of reinforced concrete, so that the bearing capacity of reinforced concrete can be accurately tested, and the theoretical basis for engineering design and construction can be provided.

附图说明Description of drawings

图1是本发明中结构底座和结构顶板的装配示意图;Fig. 1 is the assembly schematic diagram of structural base and structural top plate in the present invention;

图2是图1的爆炸图;Fig. 2 is the exploded view of Fig. 1;

图3是本发明中结构顶板的结构示意图;Fig. 3 is the structural representation of the structural top plate in the present invention;

图4是本发明中结构底座的结构的爆炸图;Figure 4 is an exploded view of the structure of the structural base in the present invention;

图5是本发明中的一个试验装置示意图;Fig. 5 is a schematic diagram of a test apparatus in the present invention;

图6是图5去掉伺服全作动器、信号处理器和电脑后的爆炸图;Figure 6 is an exploded view of Figure 5 after removing the servo full actuator, the signal processor and the computer;

图7是本发明中的另一个试验装置示意图;Fig. 7 is another test apparatus schematic diagram in the present invention;

图8是图6去掉伺服全作动器、信号处理器和电脑后的爆炸图。Fig. 8 is an exploded view of Fig. 6 after removing the servo full actuator, the signal processor and the computer.

图中:1、结构底座,2、结构顶板,3、上部连接件,4、下部连接件,5、试验平台底座,6、钢筋混凝土试样,7、螺纹下压板,8、螺纹上压板,9、压力传感器,10、薄钢片A,11、万向支撑架,12、电子千分表,13、信号处理器,14、电脑,15、桌子,16、穿孔下压板,17、穿孔上压板,18、薄钢片B,19、伺服作动器;In the figure: 1. Structural base, 2. Structural top plate, 3. Upper connecting piece, 4. Lower connecting piece, 5. Test platform base, 6. Reinforced concrete sample, 7. Threaded lower pressure plate, 8. Threaded upper pressure plate, 9, pressure sensor, 10, thin steel sheet A, 11, universal support frame, 12, electronic dial indicator, 13, signal processor, 14, computer, 15, table, 16, perforated lower platen, 17, perforated upper plate Pressure plate, 18, thin steel sheet B, 19, servo actuator;

1-1、底座顶板,1-2、底座底板,1-3、中间短肋板,1-4、中间长肋板,1-5、外侧肋板,1-6、竖向支撑件,2-1、圆形槽孔A,2-2、U形槽孔a,3-1、上部连接件螺杆,3-2、上部连接件螺母,3-3、上部连接件垫片,4-1、下部连接件螺栓,4-2、下部连接件螺母,4-3、上部连接件垫片,6-1、长段钢筋,6-2、短段钢筋;1-1, base top plate, 1-2, base bottom plate, 1-3, middle short rib, 1-4, middle long rib, 1-5, outer rib, 1-6, vertical support, 2 -1, circular slot A, 2-2, U-shaped slot a, 3-1, upper connector screw, 3-2, upper connector nut, 3-3, upper connector gasket, 4-1 , lower connector bolts, 4-2, lower connector nuts, 4-3, upper connector gaskets, 6-1, long steel bars, 6-2, short steel bars;

1-1-1、圆形槽孔B,1-1-2、U形槽孔b,1-2-1、圆形槽孔C。1-1-1, circular slot B, 1-1-2, U-shaped slot b, 1-2-1, circular slot C.

具体实施方式Detailed ways

下面结合图1至图8对本发明作进一步说明。The present invention will be further described below with reference to FIGS. 1 to 8 .

本发明提供了一种用于测试钢筋混凝土粘结强度的试验装置,包括结构底座1、上部连接件3和下部连接件4;The present invention provides a test device for testing the bond strength of reinforced concrete, comprising a structural base 1, an upper connecting piece 3 and a lower connecting piece 4;

所述结构底座1竖向的延伸,其包括竖向支撑件1-6、固定连接在竖向支撑件1-6顶部的底座顶板1-1和固定连接在竖向支撑件1-6底部的底座底板1-2;所述竖向支撑件1-6包括相对设置的两个中间长肋板1-4、相对设置的两个中间短肋板1-3和分别位于两个中间长肋板1-4外侧的两对外侧肋板1-5,两个中间短肋板1-3固定连接在两个中间长肋板1-4之间,两对外侧肋板1-5分别固定连接在两个中间长肋板1-4的外侧;所述底座顶板1-1中心开设有圆形槽孔B1-1-1,其边沿的部分周向均匀的开设有多个U形槽孔b1-1-2;所述底座底板1-2靠近边缘的部分周向均匀地开设有多个圆形槽孔C1-2-1;The vertical extension of the structural base 1 includes a vertical support member 1-6, a base top plate 1-1 fixedly connected to the top of the vertical support member 1-6, and a base plate 1-1 fixedly connected to the bottom of the vertical support member 1-6. The base bottom plate 1-2; the vertical support member 1-6 includes two oppositely arranged middle long rib plates 1-4, two oppositely arranged middle short rib plates 1-3 and two middle long rib plates respectively located in the middle The two pairs of outer ribs 1-5 on the outside of 1-4, the two short middle ribs 1-3 are fixedly connected between the two long middle ribs 1-4, and the two pairs of outer ribs 1-5 are fixedly connected to each other. The outer sides of the two middle long rib plates 1-4; the center of the base top plate 1-1 is provided with a circular slot B1-1-1, and a plurality of U-shaped slot holes b1-1- 1-2; the part of the base bottom plate 1-2 close to the edge is evenly provided with a plurality of circular slot holes C1-2-1 in the circumferential direction;

所述下部连接件4的数量为多个,且数量与圆形槽孔C1-2-1的数量相一致;下部连接件4的上端插装于圆形槽孔C1-2-1中;The number of the lower connector 4 is multiple, and the number is consistent with the number of the circular slot C1-2-1; the upper end of the lower connector 4 is inserted into the circular slot C1-2-1;

所述上部连接件3的数量为多个,且数量与U形槽孔b1-1-2的数量相一致,上部连接件3的下端插装于U形槽孔b1-1-2中。The number of the upper connecting members 3 is multiple, and the number is consistent with the number of the U-shaped slot b1-1-2, and the lower end of the upper connecting member 3 is inserted into the U-shaped slot b1-1-2.

该装置结构简单,制造成本低,能有效满足对钢筋混凝土粘结强度的试验需求,从而有助于准确的测试钢筋混凝土的承载能力。The device is simple in structure and low in manufacturing cost, and can effectively meet the test requirements for the bond strength of reinforced concrete, thereby helping to accurately test the bearing capacity of reinforced concrete.

为了保证试验装置的稳定性,还包括试验平台底座5,所述试验平台底座5设置在结构底座1的下方,试验平台底座5上设置有多个圆形通孔,多个圆形通孔与多个圆形槽孔C1-2-1一一相对应的设置,多个下部连接件4的下端分别插装于多个圆形通孔中,并将试验平台底座5与底座底板1-2固定连接。In order to ensure the stability of the test device, it also includes a test platform base 5, the test platform base 5 is arranged below the structural base 1, and the test platform base 5 is provided with a plurality of circular through holes, and the plurality of circular through holes and A plurality of circular slot holes C1-2-1 are arranged in a one-to-one correspondence, the lower ends of the plurality of lower connectors 4 are respectively inserted into the plurality of circular through holes, and the test platform base 5 is connected to the base bottom plate 1-2. Fixed connection.

为了在进行推出试验能实时同步地记录数据,还包括钢筋混凝土试样6、压力传感器9、螺纹上压板8、螺纹下压板7、伺服作动器19、薄钢片A10、万向支撑架11、电子千分表12、信号处理器13和电脑14;In order to record data synchronously in real time during the push-out test, it also includes a reinforced concrete sample 6, a pressure sensor 9, a threaded upper pressure plate 8, a threaded lower pressure plate 7, a servo actuator 19, a thin steel sheet A10, and a universal support frame 11 , electronic dial indicator 12, signal processor 13 and computer 14;

所述竖向支撑件1-6对应圆形槽孔B1-1-1的部分为中空结构;The part of the vertical support 1-6 corresponding to the circular slot B1-1-1 is a hollow structure;

所述钢筋混凝土试样6为待测试钢筋混凝土样品,其呈立方体型,其中部埋设有钢筋,钢筋延伸到钢筋混凝土试样6相对两端面的外部,且于钢筋混凝土试样6的一侧外部裸露有短段钢筋6-2,于钢筋混凝土试样6的另一侧外部裸露有长段钢筋6-1;钢筋混凝土试样6设置在底座顶板1-1的上方,且长段钢筋6-1穿过圆形槽孔B1-1-1伸入到竖向支撑件1-6的空腔中;The reinforced concrete sample 6 is a reinforced concrete sample to be tested, which is in the shape of a cube, with steel bars embedded in the middle, and the steel bars extend to the outside of the opposite end faces of the reinforced concrete sample 6, and are outside one side of the reinforced concrete sample 6. A short section of steel bar 6-2 is exposed, and a long section of steel bar 6-1 is exposed on the other side of the reinforced concrete sample 6; 1 through the circular slot B1-1-1 into the cavity of the vertical support 1-6;

所述压力传感器9为中空型测力传感器,压力传感器9的内腔上端和下端均设置有内螺纹结构;所述螺纹上压板8的下端和螺纹下压板7的上端均固定连接有螺柱,并通过螺柱连接在压力传感器9的上端和下端形成压力检测机构;所述压力检测机构设置在钢筋混凝土试样6的上方,且螺纹下压板7的下端面与短段钢筋6-2的上端相接触的设置;The pressure sensor 9 is a hollow load cell, and the upper end and the lower end of the inner cavity of the pressure sensor 9 are provided with internal thread structures; the lower end of the threaded upper pressure plate 8 and the upper end of the threaded lower pressure plate 7 are fixedly connected with studs, And connect the upper and lower ends of the pressure sensor 9 through studs to form a pressure detection mechanism; the pressure detection mechanism is arranged above the reinforced concrete sample 6, and the lower end face of the threaded lower pressure plate 7 and the short section of the steel bar 6-2 The upper end contact settings;

所述伺服作动器19固定支设在压力检测机构的上方,且其伸缩端朝下设置,并与螺纹上压板8的上端面固定连接;The servo actuator 19 is fixedly supported above the pressure detection mechanism, and its telescopic end is set downward, and is fixedly connected with the upper end surface of the threaded upper pressure plate 8;

所述薄钢片A10水平设置,其一端贴合地粘结在螺纹下压板7的侧面,其另一端延伸到钢筋混凝土试样6的外侧;The thin steel sheet A10 is arranged horizontally, one end of which is adhered to the side of the threaded lower pressing plate 7, and the other end extends to the outside of the reinforced concrete sample 6;

所述万向支撑架11的底座固定连接在底座顶板1-1的上端面,所述电子千分表12安装在万向支撑架11的上部,且其测杆下端与薄钢片A10的上端面相接触配合;The base of the universal support frame 11 is fixedly connected to the upper end surface of the base top plate 1-1, the electronic dial indicator 12 is installed on the upper part of the universal support frame 11, and the lower end of the measuring rod is connected to the upper end of the thin steel sheet A10. face-to-face contact;

所述电脑14通过信号处理器13分别与电子千分表12和压力传感器9连接,且还与伺服作动器19连接。作为一种优选,电脑14设置在桌子15上。The computer 14 is respectively connected with the electronic dial indicator 12 and the pressure sensor 9 through the signal processor 13 , and is also connected with the servo actuator 19 . As a preference, the computer 14 is arranged on the table 15 .

本发明结构简单,制造成本低,可以方便地进行钢筋混凝土试样的推出试验,还能方便地记录试验数据,可以准确的测试钢筋混凝土的承载能力,能为工程设计及施工提供理论依据。The invention has simple structure and low manufacturing cost, can conveniently carry out the push-out test of the reinforced concrete sample, can conveniently record the test data, can accurately test the bearing capacity of the reinforced concrete, and can provide a theoretical basis for engineering design and construction.

为了方便进行拉拔试验,还包括结构顶板2,所述结构顶板2设置在结构底座1的上方,且其中心开设有圆形槽孔A2-1,其边沿的部分周向均匀的开设有多个U形槽孔a2-2,圆形槽孔A2-1与圆形槽孔B1-1-1相对应的设置,多个U形槽孔a2-2与多个U形槽孔b1-1-2相对应的设置。In order to facilitate the pulling test, the structure top plate 2 is also included. The structural top plate 2 is arranged above the structure base 1, and a circular slot A2-1 is opened in the center of the structure top plate. A U-shaped slot a2-2, the circular slot A2-1 is set corresponding to the circular slot B1-1-1, a plurality of U-shaped slot a2-2 and a plurality of U-shaped slot b1-1 -2 corresponds to the setting.

为了在进行拉拔试验能实时同步地记录数据,还包括钢筋混凝土试样6、压力传感器9、穿孔下压板16、穿孔上压板17、伺服作动器19、薄钢片B18、万向支撑架11、电子千分表12、信号处理器13和电脑14;In order to record data synchronously in real time during the pull-out test, it also includes reinforced concrete sample 6, pressure sensor 9, perforated lower pressure plate 16, perforated upper pressure plate 17, servo actuator 19, thin steel sheet B18, universal support frame 11. Electronic dial indicator 12, signal processor 13 and computer 14;

所述竖向支撑件1-6对应圆形槽孔B1-1-1的部分为中空结构;The part of the vertical support 1-6 corresponding to the circular slot B1-1-1 is a hollow structure;

所述钢筋混凝土试样6为待测试钢筋混凝土样品,其呈立方体型,其中部埋设有钢筋,钢筋延伸到钢筋混凝土试样6相对两端面的外部,且于钢筋混凝土试样6的一侧外部裸露有短段钢筋6-2,于钢筋混凝土试样6的另一侧外部裸露有长段钢筋6-1;钢筋混凝土试样6设置在底座顶板1-1和结构顶板2之间,且短段钢筋6-2的下端与底座顶板1-1的上端面之间留有间隙,长段钢筋6-1的上端由圆形槽孔A2-1穿出到结构顶板2的上方;The reinforced concrete sample 6 is a reinforced concrete sample to be tested, which is in the shape of a cube, with steel bars embedded in the middle, and the steel bars extend to the outside of the opposite end faces of the reinforced concrete sample 6, and are outside one side of the reinforced concrete sample 6. A short section of steel bar 6-2 is exposed, and a long section of steel bar 6-1 is exposed on the other side of the reinforced concrete sample 6; There is a gap between the lower end of the steel bar section 6-2 and the upper end surface of the base top plate 1-1, and the upper end of the long section steel bar 6-1 is pierced through the circular slot A2-1 to the top of the structural top plate 2;

所述压力传感器9为中空型测力传感器;所述穿孔上压板17和穿孔下压板16的中心均设置有透孔,并分别同轴心的设置在压力传感器9的上端和下端,形成带有中空腔的压力检测机构;所述压力检测机构设置在钢筋混凝土试样6和结构顶板2之间,且通过其中空腔套设在长段钢筋6-1的外部;The pressure sensor 9 is a hollow load cell; the center of the perforated upper pressure plate 17 and the perforated lower pressure plate 16 are provided with through holes, and are respectively coaxially arranged on the upper and lower ends of the pressure sensor 9, forming a The pressure detection mechanism of the hollow cavity; the pressure detection mechanism is arranged between the reinforced concrete sample 6 and the structural roof 2, and the cavity is sleeved on the outside of the long steel bar 6-1 through it;

所述伺服作动器19固定支设在结构顶板2的上方,且其伸缩端朝下设置,并与长段钢筋6-1的上端固定连接;The servo actuator 19 is fixedly supported above the structural top plate 2, and its telescopic end is set downward, and is fixedly connected to the upper end of the long steel bar 6-1;

所述薄钢片B18水平设置,其一端贴合地粘结在钢筋混凝土试样6的短段钢筋6-2的端面,另一端水平延伸至钢筋混凝土试样6的外侧;The thin steel sheet B18 is arranged horizontally, one end of which is adhered to the end face of the short-section steel bar 6-2 of the reinforced concrete sample 6, and the other end extends horizontally to the outside of the reinforced concrete sample 6;

所述万向支撑架11的底座固定连接在底座顶板1-1的上端面,所述电子千分表12安装在万向支撑架11的上部,且其测杆下端与薄钢片B18的上端面相接触配合;The base of the universal support frame 11 is fixedly connected to the upper end surface of the base top plate 1-1, the electronic dial indicator 12 is installed on the upper part of the universal support frame 11, and the lower end of the measuring rod is connected to the upper end of the thin steel sheet B18. face-to-face contact;

所述电脑14通过信号处理器13分别与电子千分表12和压力传感器9连接,且还与伺服作动器19连接。作为一种优选,电脑14设置在桌子15上。The computer 14 is respectively connected with the electronic dial indicator 12 and the pressure sensor 9 through the signal processor 13 , and is also connected with the servo actuator 19 . As a preference, the computer 14 is arranged on the table 15 .

本发明结构简单,制造成本低,可以方便地进行钢筋混凝土试样的拉拔试验,还能方便地记录试验数据,可以准确的测试钢筋混凝土的承载能力,能为工程设计及施工提供理论依据。The invention has the advantages of simple structure and low manufacturing cost, can conveniently carry out the pulling test of the reinforced concrete sample, can conveniently record the test data, can accurately test the bearing capacity of the reinforced concrete, and can provide a theoretical basis for engineering design and construction.

为了方便建立试验装置的组装,同时,也为了方便试验装置的拆解,所述上部连接件3由上部连接件螺杆3-1、分别连接在上部连接件螺杆3-1上下两端的多个上部连接件螺母3-2和分别套设在上部连接件螺杆3-1上下两端的多个上部连接件垫片3-3组成;In order to facilitate the assembly of the test device, and also to facilitate the disassembly of the test device, the upper connector 3 consists of the upper connector screw 3-1 and a plurality of upper parts connected to the upper and lower ends of the upper connector screw 3-1 respectively. The connecting piece nut 3-2 is composed of a plurality of upper connecting piece gaskets 3-3 respectively sleeved on the upper and lower ends of the upper connecting piece screw rod 3-1;

下部连接件4由下部连接件螺栓4-1、连接在下部连接件螺栓4-1下部的多个下部连接件螺母4-2和分别套设在下部连接件螺栓4-1下部的多个下部连接件垫片4-3组成。The lower connector 4 consists of a lower connector bolt 4-1, a plurality of lower connector nuts 4-2 connected to the lower part of the lower connector bolt 4-1, and a plurality of lower parts respectively sleeved on the lower part of the lower connector bolt 4-1 The connector gasket is composed of 4-3.

作为一种优选,所述底座顶板1-1和底座底板1-2均呈方形,U形槽孔b1-1-2的数量为四个,且分别设置在底座顶板1-1四边的中部。Preferably, the base top plate 1-1 and the base bottom plate 1-2 are square, and the number of U-shaped slot holes b1-1-2 is four, which are respectively arranged in the middle of the four sides of the base top plate 1-1.

本发明还提供了一种用于测试钢筋混凝土粘结强度的试验方法,利用一种用于测试钢筋混凝土粘结强度的试验装置进行推出试验,具体包括以下步骤:The invention also provides a test method for testing the bond strength of reinforced concrete, which utilizes a test device for testing the bond strength of reinforced concrete to carry out a push-out test, which specifically includes the following steps:

步骤一:固定结构底座1;Step 1: Fix the structure base 1;

将结构底座1通过下部连接件4与试验平台底座5固定连接在一起;The structural base 1 is fixedly connected to the test platform base 5 through the lower connector 4;

步骤二:放置钢筋混凝土试样6;Step 2: Place the reinforced concrete sample 6;

将钢筋混凝土试样6的长段钢筋6-1穿过底座顶板1-1的圆形槽孔B1-1-1,放置在底座顶板1-1上面;Pass the long steel bar 6-1 of the reinforced concrete sample 6 through the circular slot B1-1-1 of the base top plate 1-1 and place it on the base top plate 1-1;

步骤三:放置压力传感器9;Step 3: Place the pressure sensor 9;

将螺纹下压板7和螺纹上压板8通过螺纹配合的方式分别与压力传感器9内腔上端和下端连接形成压力检测机构,将压力检测机构中的螺纹上压板8与固定支设在压力检测机构上方的伺服作动器19连接,并通过电脑14调节伺服作动器19使螺纹下压板7的下端面与钢筋混凝土试样6的短段钢筋6-2上端相接触;The threaded lower pressure plate 7 and the threaded upper pressure plate 8 are respectively connected with the upper and lower ends of the inner cavity of the pressure sensor 9 by means of screw fitting to form a pressure detection mechanism, and the threaded upper pressure plate 8 and the fixed support in the pressure detection mechanism are arranged above the pressure detection mechanism. The servo actuator 19 is connected, and the servo actuator 19 is adjusted by the computer 14 so that the lower end face of the threaded lower pressing plate 7 is in contact with the upper end of the short-section steel bar 6-2 of the reinforced concrete sample 6;

步骤四:放置电子千分表12;Step 4: Place the electronic dial indicator 12;

将薄钢片A10水平的设置,并使其一端与螺纹下压板7的侧面通过结构胶粘结;将电子千分表12与万向支撑架11组合,并将万向支撑架11放置在底座顶板1-1的上端面,使电子千分表12的测杆下端与薄钢片A10的上端面相接触;Set the thin steel sheet A10 horizontally, and make one end of it and the side of the threaded lower pressure plate 7 bonded by structural adhesive; combine the electronic dial indicator 12 with the universal support frame 11, and place the universal support frame 11 on the base The upper end face of the top plate 1-1 makes the lower end of the measuring rod of the electronic dial indicator 12 contact with the upper end face of the thin steel sheet A10;

步骤五:通过信号处理器13建立连接;Step 5: establish a connection through the signal processor 13;

将压力传感器9和电子千分表12通过导线连接与信号处理器12,将信号处理器12和伺服作动器19与电脑14通过导线连接;Connect the pressure sensor 9 and the electronic dial indicator 12 to the signal processor 12 through wires, and connect the signal processor 12 and the servo actuator 19 to the computer 14 through wires;

步骤六:进行推出加载实现;Step 6: Carry out push-out loading implementation;

通过电脑14控制伺服作动器19向下施加压力,并逐渐增加压力,驱动压力检测机构下压短段钢筋6-2上端,并通过电脑14实时记录压力传感器9所采集的压力值及电子千分表12的读数。The servo actuator 19 is controlled by the computer 14 to exert downward pressure, and the pressure is gradually increased to drive the pressure detection mechanism to press down the upper end of the short-section steel bar 6-2, and the computer 14 records the pressure value collected by the pressure sensor 9 in real time and the electronic Sub-table 12 readings.

该方法步骤简单,操作方便,能便捷地实现对钢筋混凝土试样的推出试验。本发明能有效满足对钢筋混凝土粘结强度的试验需求,从而能准确的测试钢筋混凝土的承载能力,并可以为工程设计及施工提供理论依据。The method has simple steps and convenient operation, and can conveniently realize the push-out test of the reinforced concrete sample. The invention can effectively meet the test requirements for the bond strength of reinforced concrete, so that the bearing capacity of reinforced concrete can be accurately tested, and the theoretical basis for engineering design and construction can be provided.

本发明还提供了一种用于测试钢筋混凝土粘结强度的试验方法,利用一种用于测试钢筋混凝土粘结强度的试验装置进行拉拔试验,具体包括以下步骤:The invention also provides a test method for testing the bond strength of reinforced concrete, which utilizes a test device for testing the bond strength of reinforced concrete to perform a pull-out test, which specifically includes the following steps:

步骤一:固定结构底座1;Step 1: Fix the structure base 1;

将结构底座1通过下部连接件4与试验平台底座5固定连接在一起;The structural base 1 is fixedly connected to the test platform base 5 through the lower connector 4;

步骤二:放置钢筋混凝土试样6;Step 2: Place reinforced concrete sample 6;

将钢筋混凝土试样6的短段钢筋6-2朝向底座顶板1-1的设置;将穿孔下压板16穿过钢筋混凝土试样6的长段钢筋6-1放置在混凝土试样6的表面,将压力传感器9穿过钢筋混凝土试样6的长段钢筋6-1放置在穿孔下压板16上;将穿孔上压板17穿过钢筋混凝土试样6的长段钢筋6-1放置在压力传感器9上;The setting of the short section steel bar 6-2 of the reinforced concrete sample 6 towards the base top plate 1-1; the perforated lower pressure plate 16 is placed on the surface of the concrete sample 6 through the long section steel bar 6-1 of the reinforced concrete sample 6, The pressure sensor 9 is placed on the perforated lower pressure plate 16 through the long section of steel bar 6-1 of the reinforced concrete sample 6; superior;

步骤三:组装结构顶板2、布置伺服作动器19;Step 3: Assemble the structural top plate 2, and arrange the servo actuator 19;

将结构顶板2穿过钢筋混凝土试样6的长段钢筋6-1,并通过上部连接件3建立结构顶板2与结构底座1的连接,并使结构顶板2与穿孔上压板17的上端面留有一定的距离;在结构顶板2上方固定支设伺服作动器19,并使伺服作动器19与长段钢筋6-1的上端固定连接,并通过电脑14控制伺服作动器19回缩一定距离,使穿孔上压板17紧贴于结构顶板2,同时确保钢筋混凝土试样6的短段钢筋6-2的端面距底座顶板1-1的上端面有一定的距离;The structural roof 2 is passed through the long section of steel bar 6-1 of the reinforced concrete sample 6, and the connection between the structural roof 2 and the structural base 1 is established through the upper connector 3, and the upper end surface of the structural roof 2 and the perforated upper pressure plate 17 is left. There is a certain distance; the servo actuator 19 is fixedly supported above the structural top plate 2, and the servo actuator 19 is fixedly connected with the upper end of the long steel bar 6-1, and the servo actuator 19 is controlled by the computer 14 to retract. A certain distance, so that the perforated upper pressure plate 17 is closely attached to the structural roof 2, and at the same time ensure that the end face of the short section of the steel bar 6-2 of the reinforced concrete sample 6 has a certain distance from the upper end face of the base roof 1-1;

步骤四:放置电子千分表12;Step 4: Place the electronic dial indicator 12;

将薄钢片B18水平的设置,并使其一端与钢筋混凝土试样6的短段钢筋6-2的端面通过结构胶粘结;将电子千分表12与万向支撑架11组合,并将万向支撑架11放置在底座顶板1-1的上端面,使电子千分表12的测杆下端与薄钢片A10的上端面相接触;Set the thin steel sheet B18 horizontally, and bond one end of the steel sheet B18 with the end face of the short section of steel bar 6-2 of the reinforced concrete sample 6 through structural glue; combine the electronic dial indicator 12 with the universal support frame 11, The universal support frame 11 is placed on the upper end face of the base top plate 1-1, so that the lower end of the measuring rod of the electronic dial indicator 12 is in contact with the upper end face of the thin steel sheet A10;

步骤五:通过信号处理器13建立连接;Step 5: establish a connection through the signal processor 13;

将压力传感器9和电子千分表12通过导线连接与信号处理器12,将信号处理器12和伺服作动器19与电脑14通过导线连接;Connect the pressure sensor 9 and the electronic dial indicator 12 to the signal processor 12 through wires, and connect the signal processor 12 and the servo actuator 19 to the computer 14 through wires;

步骤六:进行拉拔加载实现;Step 6: Carry out pulling and loading;

通过电脑14控制伺服作动器19向上拉拔长段钢筋6-1,并逐渐增加拉力,并通过电脑14实时记录压力传感器9所采集的拉力值及电子千分表12的读数。The computer 14 controls the servo actuator 19 to pull up the long steel bar 6-1, and gradually increases the tension. The computer 14 records the tension value collected by the pressure sensor 9 and the reading of the electronic dial indicator 12 in real time.

该方法步骤简单,操作方便,能便捷地实现对钢筋混凝土试样的推出试验。本发明能有效满足对钢筋混凝土粘结强度的试验需求,从而能准确的测试钢筋混凝土的承载能力,并可以为工程设计及施工提供理论依据。The method has simple steps and convenient operation, and can conveniently realize the push-out test of the reinforced concrete sample. The invention can effectively meet the test requirements for the bond strength of reinforced concrete, so that the bearing capacity of reinforced concrete can be accurately tested, and the theoretical basis for engineering design and construction can be provided.

Claims (9)

1.一种用于测试钢筋混凝土粘结强度的试验装置,包括结构底座(1),其特征在于,还包括上部连接件(3)和下部连接件(4);1. a test device for testing reinforced concrete bond strength, comprising a structural base (1), characterized in that, also comprising an upper connector (3) and a lower connector (4); 所述结构底座(1)竖向的延伸,其包括竖向支撑件(1-6)、固定连接在竖向支撑件(1-6)顶部的底座顶板(1-1)和固定连接在竖向支撑件(1-6)底部的底座底板(1-2);所述竖向支撑件(1-6)包括相对设置的两个中间长肋板(1-4)、相对设置的两个中间短肋板(1-3)和分别位于两个中间长肋板(1-4)外侧的两对外侧肋板(1-5),两个中间短肋板(1-3)固定连接在两个中间长肋板(1-4)之间,两对外侧肋板(1-5)分别固定连接在两个中间长肋板(1-4)的外侧;所述底座顶板(1-1)中心开设有圆形槽孔B(1-1-1),其边沿的部分周向均匀的开设有多个U形槽孔b(1-1-2);所述底座底板(1-2)靠近边缘的部分周向均匀地开设有多个圆形槽孔C(1-2-1);The vertical extension of the structural base (1) includes a vertical support member (1-6), a base top plate (1-1) fixedly connected to the top of the vertical support member (1-6), and a base top plate (1-1) fixedly connected to the vertical support member (1-6). A base bottom plate (1-2) towards the bottom of the support member (1-6); the vertical support member (1-6) includes two oppositely arranged middle long rib plates (1-4), two oppositely arranged middle long rib plates (1-4) The short middle rib (1-3) and the two pairs of outer ribs (1-5) located on the outside of the two long middle ribs (1-4) respectively, the two short middle ribs (1-3) are fixedly connected to each other. Between the two middle long rib plates (1-4), two pairs of outer rib plates (1-5) are fixedly connected to the outer sides of the two middle long rib plates (1-4) respectively; the base top plate (1-1) ) A circular slot hole B (1-1-1) is opened in the center, and a plurality of U-shaped slot holes b (1-1-2) are evenly opened on the part of its edge in the circumferential direction; the base bottom plate (1-2 ) A plurality of circular slot holes C (1-2-1) are evenly opened in the circumferential direction of the part close to the edge; 所述下部连接件(4)的数量为多个,且数量与圆形槽孔C(1-2-1)的数量相一致;下部连接件(4)的上端插装于圆形槽孔C(1-2-1)中;The number of the lower connector (4) is multiple, and the number is consistent with the number of the circular slot C (1-2-1); the upper end of the lower connector (4) is inserted into the circular slot C (1-2-1); 所述上部连接件(3)的数量为多个,且数量与U形槽孔b(1-1-2)的数量相一致,上部连接件(3)的下端插装于U形槽孔b(1-1-2)中。The number of the upper connector (3) is multiple, and the number is consistent with the number of the U-shaped slot b (1-1-2), and the lower end of the upper connector (3) is inserted into the U-shaped slot b. (1-1-2). 2.根据权利要求1所述的一种用于测试钢筋混凝土粘结强度的试验装置,其特征在于,还包括试验平台底座(5),所述试验平台底座(5)设置在结构底座(1)的下方,试验平台底座(5)上设置有多个圆形通孔,多个圆形通孔与多个圆形槽孔C(1-2-1)一一相对应的设置,多个下部连接件(4)的下端分别插装于多个圆形通孔中,并将试验平台底座(5)与底座底板(1-2)固定连接。2. a kind of test device for testing reinforced concrete bond strength according to claim 1, is characterized in that, also comprises test platform base (5), and described test platform base (5) is arranged on structure base (1 ), the test platform base (5) is provided with a plurality of circular through holes, and the plurality of circular The lower ends of the lower connecting pieces (4) are respectively inserted into the plurality of circular through holes, and the test platform base (5) is fixedly connected with the base bottom plate (1-2). 3.根据权利要求2所述的一种用于测试钢筋混凝土粘结强度的试验装置,其特征在于,还包括钢筋混凝土试样(6)、压力传感器(9)、螺纹上压板(8)、螺纹下压板(7)、伺服作动器(19)、薄钢片A(10)、万向支撑架(11)、电子千分表(12)、信号处理器(13)和电脑(14);3. a kind of test device for testing reinforced concrete bond strength according to claim 2, is characterized in that, also comprises reinforced concrete sample (6), pressure sensor (9), threaded upper pressure plate (8), Threaded pressing plate (7), servo actuator (19), thin steel sheet A (10), universal support frame (11), electronic dial indicator (12), signal processor (13) and computer (14) ; 所述竖向支撑件(1-6)对应圆形槽孔B(1-1-1)的部分为中空结构;The part of the vertical support (1-6) corresponding to the circular slot B (1-1-1) is a hollow structure; 所述钢筋混凝土试样(6)为待测试钢筋混凝土样品,其呈立方体型,其中部埋设有钢筋,钢筋延伸到钢筋混凝土试样(6)相对两端面的外部,且于钢筋混凝土试样(6)的一侧外部裸露有短段钢筋(6-2),于钢筋混凝土试样(6)的另一侧外部裸露有长段钢筋(6-1);钢筋混凝土试样(6)设置在底座顶板(1-1)的上方,且长段钢筋(6-1)穿过圆形槽孔B(1-1-1)伸入到竖向支撑件(1-6)的空腔中;The reinforced concrete sample (6) is a reinforced concrete sample to be tested, and it is in the shape of a cube, wherein steel bars are embedded in the middle, and the steel bars extend to the outside of the opposite end faces of the reinforced concrete sample (6), and are in the reinforced concrete sample (6). 6) There is a short section of steel bar (6-2) exposed on the outside of one side, and a long section of steel bar (6-1) is exposed on the other side of the reinforced concrete sample (6); the reinforced concrete sample (6) is set in Above the top plate of the base (1-1), and the long section of steel bars (6-1) protrudes into the cavity of the vertical support (1-6) through the circular slot B (1-1-1); 所述压力传感器(9)为中空型测力传感器,压力传感器(9)的内腔上端和下端均设置有内螺纹结构;所述螺纹上压板(8)的下端和螺纹下压板(7)的上端均固定连接有螺柱,并通过螺柱连接在压力传感器(9)的上端和下端形成压力检测机构;所述压力检测机构设置在钢筋混凝土试样(6)的上方,且螺纹下压板(7)的下端面与短段钢筋(6-2)的上端相接触的设置;The pressure sensor (9) is a hollow type load cell, and the upper end and the lower end of the inner cavity of the pressure sensor (9) are provided with internal thread structures; the lower end of the thread upper pressure plate (8) and the thread lower pressure plate (7) The upper ends are fixedly connected with studs, and the upper and lower ends of the pressure sensor (9) are connected by the studs to form a pressure detection mechanism; the pressure detection mechanism is arranged above the reinforced concrete sample (6), and the threaded lower pressure plate ( 7) The setting where the lower end face of the short section of steel bars (6-2) is in contact with the upper end; 所述伺服作动器(19)固定支设在压力检测机构的上方,且其伸缩端朝下设置,并与螺纹上压板(8)的上端面固定连接;The servo actuator (19) is fixedly supported above the pressure detection mechanism, and its telescopic end is set downward, and is fixedly connected with the upper end face of the threaded upper pressure plate (8); 所述薄钢片A(10)水平设置,其一端贴合地粘结在螺纹下压板(7)的侧面,其另一端延伸到钢筋混凝土试样(6)的外侧;The thin steel sheet A (10) is arranged horizontally, one end of which is adhered to the side surface of the threaded lower pressing plate (7), and the other end extends to the outside of the reinforced concrete sample (6); 所述万向支撑架(11)的底座固定连接在底座顶板(1-1)的上端面,所述电子千分表(12)安装在万向支撑架(11)的上部,且其测杆下端与薄钢片A(10)的上端面相接触配合;The base of the universal support frame (11) is fixedly connected to the upper end surface of the base top plate (1-1), the electronic dial indicator (12) is installed on the upper part of the universal support frame (11), and its measuring rod The lower end is in contact with the upper end face of the thin steel sheet A (10); 所述电脑(14)通过信号处理器(13)分别与电子千分表(12)和压力传感器(9)连接,且还与伺服作动器(19)连接。The computer (14) is respectively connected with the electronic dial indicator (12) and the pressure sensor (9) through the signal processor (13), and is also connected with the servo actuator (19). 4.根据权利要求2所述的一种用于测试钢筋混凝土粘结强度的试验装置,其特征在于,还包括结构顶板(2),所述结构顶板(2)设置在结构底座(1)的上方,且其中心开设有圆形槽孔A(2-1),其边沿的部分周向均匀的开设有多个U形槽孔a(2-2),圆形槽孔A(2-1)与圆形槽孔B(1-1-1)相对应的设置,多个U形槽孔a(2-2)与多个U形槽孔b(1-1-2)相对应的设置。4. a kind of test device for testing reinforced concrete bond strength according to claim 2, is characterized in that, also comprises structure top plate (2), described structure top plate (2) is arranged on the structure base (1) Above, and its center is provided with a circular slot A (2-1), and a part of its edge is evenly provided with a plurality of U-shaped slots a (2-2) in the circumferential direction, and the circular slot A (2-1) ) The setting corresponding to the circular slot B (1-1-1), the setting corresponding to the multiple U-shaped slot holes a (2-2) and the multiple U-shaped slot holes b (1-1-2) . 5.根据权利要求4所述的一种用于测试钢筋混凝土粘结强度的试验装置,其特征在于,还包括钢筋混凝土试样(6)、压力传感器(9)、穿孔下压板(16)、穿孔上压板(17)、伺服作动器(19)、薄钢片B(18)、万向支撑架(11)、电子千分表(12)、信号处理器(13)和电脑(14);5. A kind of test device for testing reinforced concrete bond strength according to claim 4, is characterized in that, also comprises reinforced concrete sample (6), pressure sensor (9), perforated lower pressure plate (16), Perforated upper platen (17), servo actuator (19), thin steel sheet B (18), universal support frame (11), electronic dial indicator (12), signal processor (13) and computer (14) ; 所述竖向支撑件(1-6)对应圆形槽孔B(1-1-1)的部分为中空结构;The part of the vertical support (1-6) corresponding to the circular slot B (1-1-1) is a hollow structure; 所述钢筋混凝土试样(6)为待测试钢筋混凝土样品,其呈立方体型,其中部埋设有钢筋,钢筋延伸到钢筋混凝土试样(6)相对两端面的外部,且于钢筋混凝土试样(6)的一侧外部裸露有短段钢筋(6-2),于钢筋混凝土试样(6)的另一侧外部裸露有长段钢筋(6-1);钢筋混凝土试样(6)设置在底座顶板(1-1)和结构顶板(2)之间,且短段钢筋(6-2)的下端与底座顶板(1-1)的上端面之间留有间隙,长段钢筋(6-1)的上端由圆形槽孔A(2-1)穿出到结构顶板(2)的上方;The reinforced concrete sample (6) is a reinforced concrete sample to be tested, and it is in the shape of a cube, wherein steel bars are embedded in the middle, and the steel bars extend to the outside of the opposite end faces of the reinforced concrete sample (6), and are in the reinforced concrete sample (6). 6) There is a short section of steel bar (6-2) exposed on the outside of one side, and a long section of steel bar (6-1) is exposed on the other side of the reinforced concrete sample (6); the reinforced concrete sample (6) is set in Between the base top plate (1-1) and the structural top plate (2), and there is a gap between the lower end of the short section of reinforcement (6-2) and the upper end face of the base top plate (1-1), the long section of reinforcement (6- The upper end of 1) is protruded from the circular slot A (2-1) to the top of the structural top plate (2); 所述压力传感器(9)为中空型测力传感器;所述穿孔上压板(17)和穿孔下压板(16)的中心均设置有透孔,并分别同轴心的设置在压力传感器(9)的上端和下端,形成带有中空腔的压力检测机构;所述压力检测机构设置在钢筋混凝土试样(6)和结构顶板(2)之间,且通过其中空腔套设在长段钢筋(6-1)的外部;The pressure sensor (9) is a hollow load cell; the center of the perforated upper pressure plate (17) and the perforated lower pressure plate (16) are provided with through holes, and are respectively coaxially arranged on the pressure sensor (9) The upper and lower ends of the reinforced concrete form a pressure detection mechanism with a hollow cavity; the pressure detection mechanism is arranged between the reinforced concrete sample (6) and the structural top plate (2), and the cavity is sleeved on the long section of the steel bar (2). 6-1) outside; 所述伺服作动器(19)固定支设在结构顶板(2)的上方,且其伸缩端朝下设置,并与长段钢筋(6-1)的上端固定连接;The servo actuator (19) is fixedly supported above the structural top plate (2), and the telescopic end thereof is arranged downward, and is fixedly connected with the upper end of the long-section steel bar (6-1); 所述薄钢片B(18)水平设置,其一端贴合地粘结在钢筋混凝土试样(6)的短段钢筋(6-2)的端面,另一端水平延伸至钢筋混凝土试样(6)的外侧;The thin steel sheet B (18) is arranged horizontally, one end of the thin steel sheet B (18) is adhered to the end face of the short section of the steel bar (6-2) of the reinforced concrete sample (6), and the other end extends horizontally to the reinforced concrete sample (6). ) outside; 所述万向支撑架(11)的底座固定连接在底座顶板(1-1)的上端面,所述电子千分表(12)安装在万向支撑架(11)的上部,且其测杆下端与薄钢片B(18)的上端面相接触配合;The base of the universal support frame (11) is fixedly connected to the upper end surface of the base top plate (1-1), the electronic dial indicator (12) is installed on the upper part of the universal support frame (11), and its measuring rod The lower end is in contact with the upper end face of the thin steel sheet B (18); 所述电脑(14)通过信号处理器(13)分别与电子千分表(12)和压力传感器(9)连接,且还与伺服作动器(19)连接。The computer (14) is respectively connected with the electronic dial indicator (12) and the pressure sensor (9) through the signal processor (13), and is also connected with the servo actuator (19). 6.根据权利要求3或5所述的一种用于测试钢筋混凝土粘结强度的试验装置,其特征在于,所述上部连接件(3)由上部连接件螺杆(3-1)、分别连接在上部连接件螺杆(3-1)上下两端的多个上部连接件螺母(3-2)和分别套设在上部连接件螺杆(3-1)上下两端的多个上部连接件垫片(3-3)组成;6. A test device for testing reinforced concrete bond strength according to claim 3 or 5, characterized in that, the upper connector (3) is connected by the upper connector screw (3-1), respectively A plurality of upper connecting member nuts (3-2) on the upper and lower ends of the upper connecting member screw rod (3-1) and a plurality of upper connecting member gaskets (3) respectively sleeved on the upper and lower ends of the upper connecting member screw rod (3-1) -3) Composition; 下部连接件(4)由下部连接件螺栓(4-1)、连接在下部连接件螺栓(4-1)下部的多个下部连接件螺母(4-2)和分别套设在下部连接件螺栓(4-1)下部的多个下部连接件垫片(4-3)组成。The lower connector (4) consists of lower connector bolts (4-1), a plurality of lower connector nuts (4-2) connected to the lower part of the lower connector bolts (4-1), and bolts respectively sleeved on the lower connector (4-1) The lower part is composed of a plurality of lower connecting piece gaskets (4-3). 7.根据权利要求3或5所述的一种用于测试钢筋混凝土粘结强度的试验装置,其特征在于,所述底座顶板(1-1)和底座底板(1-2)均呈方形,U形槽孔b(1-1-2)的数量为四个,且分别设置在底座顶板(1-1)四边的中部。7. A test device for testing reinforced concrete bond strength according to claim 3 or 5, wherein the base top plate (1-1) and the base bottom plate (1-2) are all square, The number of U-shaped slot holes b (1-1-2) is four, and they are respectively arranged in the middle of the four sides of the base top plate (1-1). 8.一种用于测试钢筋混凝土粘结强度的试验方法,其特征在于,利用如权利要求3所述的一种用于测试钢筋混凝土粘结强度的试验装置进行推出试验,具体包括以下步骤:8. a test method for testing reinforced concrete bond strength, is characterized in that, utilizes a kind of test device for testing reinforced concrete bond strength as claimed in claim 3 to carry out push-out test, specifically comprises the following steps: 步骤一:固定结构底座(1);Step 1: Fix the structural base (1); 将结构底座(1)通过下部连接件(4)与试验平台底座(5)固定连接在一起;The structural base (1) is fixedly connected to the test platform base (5) through the lower connector (4); 步骤二:放置钢筋混凝土试样(6);Step 2: place the reinforced concrete sample (6); 将钢筋混凝土试样(6)的长段钢筋(6-1)穿过底座顶板(1-1)的圆形槽孔B(1-1-1),放置在底座顶板(1-1)上面;Pass the long steel bar (6-1) of the reinforced concrete sample (6) through the circular slot B (1-1-1) of the base top plate (1-1) and place it on the base top plate (1-1) ; 步骤三:放置压力传感器(9);Step 3: Place the pressure sensor (9); 将螺纹下压板(7)和螺纹上压板(8)通过螺纹配合的方式分别与压力传感器(9)内腔上端和下端连接形成压力检测机构,将压力检测机构中的螺纹上压板(8)与固定支设在压力检测机构上方的伺服作动器(19)连接,并通过电脑(14)调节伺服作动器(19)使螺纹下压板(7)的下端面与钢筋混凝土试样(6)的短段钢筋(6-2)上端相接触;The threaded lower pressure plate (7) and the threaded upper pressure plate (8) are respectively connected to the upper and lower ends of the inner cavity of the pressure sensor (9) by means of thread fitting to form a pressure detection mechanism, and the threaded upper pressure plate (8) in the pressure detection mechanism is connected to the pressure detection mechanism. The servo actuator (19) fixedly supported above the pressure detection mechanism is connected, and the servo actuator (19) is adjusted through the computer (14) so that the lower end face of the threaded lower pressing plate (7) is connected to the reinforced concrete sample (6). The upper ends of the short-segment reinforcement bars (6-2) are in contact with each other; 步骤四:放置电子千分表(12);Step 4: Place the electronic dial indicator (12); 将薄钢片A(10)水平的设置,并使其一端与螺纹下压板(7)的侧面通过结构胶粘结;将电子千分表(12)与万向支撑架(11)组合,并将万向支撑架(11)放置在底座顶板(1-1)的上端面,使电子千分表(12)的测杆下端与薄钢片A(10)的上端面相接触;Set the thin steel sheet A (10) horizontally, and bond one end of it with the side surface of the threaded lower pressure plate (7) through structural adhesive; combine the electronic dial indicator (12) with the universal support frame (11), and Place the universal support frame (11) on the upper end face of the base top plate (1-1), so that the lower end of the measuring rod of the electronic dial indicator (12) is in contact with the upper end face of the thin steel sheet A (10); 步骤五:通过信号处理器(13)建立连接;Step 5: establish a connection through the signal processor (13); 将压力传感器(9)和电子千分表(12)通过导线连接与信号处理器(12),将信号处理器(12)和伺服作动器(19)与电脑(14)通过导线连接;Connect the pressure sensor (9) and the electronic dial indicator (12) with the signal processor (12) through wires, and connect the signal processor (12) and the servo actuator (19) with the computer (14) through wires; 步骤六:进行推出加载实现;Step 6: Carry out push-out loading implementation; 通过电脑(14)控制伺服作动器(19)向下施加压力,并逐渐增加压力,驱动压力检测机构下压短段钢筋(6-2)上端,并通过电脑(14)实时记录压力传感器(9)所采集的压力值及电子千分表(12)的读数。The servo actuator (19) is controlled by the computer (14) to exert downward pressure, and the pressure is gradually increased, and the pressure detection mechanism is driven to press down the upper end of the short-section steel bar (6-2), and the pressure sensor (6-2) is recorded in real time through the computer (14). 9) The collected pressure value and the reading of the electronic dial indicator (12). 9.一种用于测试钢筋混凝土粘结强度的试验方法,其特征在于,利用如权利要求5所述的一种用于测试钢筋混凝土粘结强度的试验装置进行拉拔试验,具体包括以下步骤:9. a test method for testing reinforced concrete bond strength, is characterized in that, utilizes a kind of test device for testing reinforced concrete bond strength as claimed in claim 5 to carry out pull-out test, specifically comprises the following steps : 步骤一:固定结构底座(1);Step 1: Fix the structural base (1); 将结构底座(1)通过下部连接件(4)与试验平台底座(5)固定连接在一起;The structural base (1) is fixedly connected to the test platform base (5) through the lower connector (4); 步骤二:放置钢筋混凝土试样(6);Step 2: place the reinforced concrete sample (6); 将钢筋混凝土试样(6)的短段钢筋(6-2)朝向底座顶板(1-1)的设置;将穿孔下压板(16)穿过钢筋混凝土试样(6)的长段钢筋(6-1)放置在混凝土试样(6)的表面,将压力传感器(9)穿过钢筋混凝土试样(6)的长段钢筋(6-1)放置在穿孔下压板(16)上;将穿孔上压板(17)穿过钢筋混凝土试样(6)的长段钢筋(6-1)放置在压力传感器(9)上;Setting the short section of reinforcement (6-2) of the reinforced concrete sample (6) towards the base top plate (1-1); passing the perforated lower pressure plate (16) through the long section of reinforcement (6) of the reinforced concrete sample (6) -1) Place on the surface of the concrete sample (6), place the pressure sensor (9) through the long section of steel bars (6-1) of the reinforced concrete sample (6) on the perforated lower pressure plate (16); The upper pressure plate (17) is placed on the pressure sensor (9) through the long section of steel bars (6-1) of the reinforced concrete sample (6); 步骤三:组装结构顶板(2)、布置伺服作动器(19);Step 3: assembling the structural top plate (2), and arranging the servo actuator (19); 将结构顶板(2)穿过钢筋混凝土试样(6)的长段钢筋(6-1),并通过上部连接件(3)建立结构顶板(2)与结构底座(1)的连接,并使结构顶板(2)与穿孔上压板(17)的上端面留有一定的距离;在结构顶板(2)上方固定支设伺服作动器(19),并使伺服作动器(19)与长段钢筋(6-1)的上端固定连接,并通过电脑(14)控制伺服作动器(19)回缩一定距离,使穿孔上压板(17)紧贴于结构顶板(2),同时确保钢筋混凝土试样(6)的短段钢筋(6-2)的端面距底座顶板(1-1)的上端面有一定的距离;Pass the structural roof (2) through the long section of steel bars (6-1) of the reinforced concrete sample (6), and establish the connection between the structural roof (2) and the structural base (1) through the upper connector (3), and make the A certain distance is left between the structural top plate (2) and the upper end face of the perforated upper pressing plate (17); a servo actuator (19) is fixedly supported above the structural top plate (2), and the servo actuator (19) is connected to the long The upper end of the steel bar (6-1) is fixedly connected, and the servo actuator (19) is controlled by the computer (14) to retract a certain distance, so that the perforated upper pressure plate (17) is close to the structural top plate (2), while ensuring that the steel bar The end face of the short-section steel bar (6-2) of the concrete sample (6) is at a certain distance from the upper end face of the base top plate (1-1); 步骤四:放置电子千分表(12);Step 4: Place the electronic dial indicator (12); 将薄钢片B(18)水平的设置,并使其一端与钢筋混凝土试样(6)的短段钢筋(6-2)的端面通过结构胶粘结;将电子千分表(12)与万向支撑架(11)组合,并将万向支撑架(11)放置在底座顶板(1-1)的上端面,使电子千分表(12)的测杆下端与薄钢片A(10)的上端面相接触;Set the thin steel sheet B (18) horizontally, and bond one end of the steel sheet B (18) with the end face of the short section of the steel bar (6-2) of the reinforced concrete sample (6) through structural adhesive; connect the electronic dial indicator (12) with Assemble the universal support frame (11), and place the universal support frame (11) on the upper end surface of the base top plate (1-1), so that the lower end of the measuring rod of the electronic dial indicator (12) is connected to the thin steel sheet A (10). ) are in contact with the upper end face; 步骤五:通过信号处理器(13)建立连接;Step 5: establish a connection through the signal processor (13); 将压力传感器(9)和电子千分表(12)通过导线连接与信号处理器(12),将信号处理器(12)和伺服作动器(19)与电脑(14)通过导线连接;Connect the pressure sensor (9) and the electronic dial indicator (12) with the signal processor (12) through wires, and connect the signal processor (12) and the servo actuator (19) with the computer (14) through wires; 步骤六:进行拉拔加载实现;Step 6: Carry out pulling and loading realization; 通过电脑(14)控制伺服作动器(19)向上拉拔长段钢筋(6-1),并逐渐增加拉力,并通过电脑(14)实时记录压力传感器(9)所采集的拉力值及电子千分表(12)的读数。The computer (14) controls the servo actuator (19) to pull up the long steel bar (6-1), and gradually increases the tension, and the computer (14) records the tension value collected by the pressure sensor (9) in real time and the electronic Dial indicator (12) reading.
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