CN212180149U - Device for detecting external prestress value by using midpoint lateral force-displacement - Google Patents

Device for detecting external prestress value by using midpoint lateral force-displacement Download PDF

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CN212180149U
CN212180149U CN202020923095.5U CN202020923095U CN212180149U CN 212180149 U CN212180149 U CN 212180149U CN 202020923095 U CN202020923095 U CN 202020923095U CN 212180149 U CN212180149 U CN 212180149U
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force
rod
displacement
external
midpoint
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尚仁杰
曾滨
荣华
许庆
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China Metallurgical Industry Co ltd
Central Research Institute of Building and Construction Co Ltd MCC Group
China Jingye Engineering Corp Ltd
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Central Research Institute of Building and Construction Co Ltd MCC Group
China Jingye Engineering Corp Ltd
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Abstract

本实用新型公开了一种中点侧向力‑位移检测体外预应力值的装置,用于对建筑结构加固中的体外预应力筋进行预应力值检测;包括施力杆、测量杆、支架和位移计;施力杆顶端悬挂在体外预应力筋的中点,底端用于悬挂施力砝码;测量杆水平布置,且与施力杆的杆体固定连接;支架位于测量杆的下方;位移计的感应探头朝上顶在测量杆的杆体上;将施力杆的顶端悬挂在体外预应力筋的中点;对位移计调零;在施力杆的底端悬挂第二个施力砝码施加竖向力,并读取位移计显示的相应的位移值,根据力与几何的关系计算得到体外预应力筋的预应力值。本实用新型通过简单结构和公式计算出体外预应力筋拉力值,检测方便,精度高,便于施工现场检测。

Figure 202020923095

The utility model discloses a device for detecting the external prestress value of the midpoint lateral force-displacement, which is used to detect the prestress value of the external prestressed tendons in the reinforcement of building structures; Displacement meter; the top end of the force-applying rod is suspended at the midpoint of the external prestressing tendon, and the bottom end is used to suspend the force-applying weight; the measuring rod is arranged horizontally and is fixedly connected with the rod body of the force-applying rod; the bracket is located below the measuring rod; the displacement The sensing probe of the meter is facing upward on the rod body of the measuring rod; the top end of the force application rod is suspended at the midpoint of the external prestressing tendon; the displacement meter is zeroed; the second force application weight is suspended from the bottom end of the force application rod The vertical force is applied by the code, and the corresponding displacement value displayed by the displacement meter is read, and the prestress value of the external prestressed tendon is calculated according to the relationship between the force and the geometry. The utility model calculates the tensile force value of the external prestressed tendons through simple structure and formula, has convenient detection, high precision, and is convenient for construction site detection.

Figure 202020923095

Description

一种中点侧向力-位移检测体外预应力值的装置A device for detecting external prestress value by midpoint lateral force-displacement

技术领域technical field

本实用新型涉及预应力检测技术领域,更具体的说是涉及一种中点侧向力-位移检测体外预应力值的装置。The utility model relates to the technical field of prestress detection, in particular to a device for detecting external prestress values by midpoint lateral force-displacement.

背景技术Background technique

体外预应力加固是房屋建筑中混凝土结构加固的重要方式之一。不同于传统的预应力加固结构,体外预应力结构加固是将预应力束布置于结构主体截面以外施加预应力的一种加固技术。External prestressing reinforcement is one of the important ways to reinforce concrete structures in housing construction. Different from the traditional prestressed reinforcement structure, external prestressed structure reinforcement is a reinforcement technique in which prestressed bundles are arranged outside the main section of the structure to apply prestress.

体外预应力加固在混凝土结构加固改造工程中具有明显的优势:External prestressed reinforcement has obvious advantages in the reinforcement and reconstruction of concrete structures:

(1)受力明确、施工简便,甚至不影响正常使用;(1) The force is clear, the construction is simple, and it does not even affect the normal use;

(2)在自重增加很小的情况下可大幅度改善和调整原结构的受力状况,提高结构刚度和承载能力;(2) Under the condition that the self-weight increase is small, the stress condition of the original structure can be greatly improved and adjusted, and the rigidity and bearing capacity of the structure can be improved;

(3)维护修补方便,可以随时更换预应力筋,调整预应力大小;(3) It is easy to maintain and repair, and the prestressed tendons can be replaced at any time, and the prestressed size can be adjusted;

(4)对结构损伤很小,基本不改变原结构截面。(4) The damage to the structure is very small, and the original structural section is basically not changed.

预应力值检测一直是预应力技术研究的主要内容,体外预应力张拉后如何确定预应力值也是行业关心的关键问题。常规的方法就是利用振弦法检测,通过振动体外预应力筋,测量其振动频率,计算预应力值,该方法操作复杂,另外,振动频率除了与预应力大小有关外,还与质量有关,预应力筋经常有外防腐层、防火层,很难精确知道预应力筋质量,因此也很难测准预应力值。The detection of prestressing value has always been the main content of prestressing technology research. How to determine the prestressing value after external prestressing is also a key issue that the industry is concerned about. The conventional method is to use the vibrating wire method to detect and measure the vibration frequency by vibrating the external prestressed tendons, and calculate the prestress value. Stress tendons often have external anti-corrosion layers and fireproof layers. It is difficult to accurately know the quality of prestressed tendons, so it is difficult to predict the quasi-prestressed value.

因此,如何提供一种能操作简单,测量准确的体外预应力检测装置,是本领域技术人员亟需解决的问题。Therefore, how to provide an in vitro prestress detection device that is simple to operate and accurate to measure is an urgent problem to be solved by those skilled in the art.

实用新型内容Utility model content

有鉴于此,本实用新型提供了一种中点侧向力-位移检测体外预应力值的装置,旨在解决上述技术问题。In view of this, the present invention provides a device for detecting in vitro prestress value by midpoint lateral force-displacement, aiming at solving the above technical problems.

为了实现上述目的,本实用新型采用如下技术方案:In order to achieve the above purpose, the utility model adopts the following technical solutions:

一种中点侧向力-位移检测体外预应力值的装置,用于对建筑结构加固中的体外预应力筋进行预应力值检测;包括:施力杆、测量杆、支架和位移计;A midpoint lateral force-displacement detection device for external prestress value, used for prestress value detection of external prestressed tendons in building structure reinforcement; including: a force application rod, a measuring rod, a bracket and a displacement gauge;

所述施力杆竖直布置,且顶端悬挂在所述体外预应力筋的中点,底端用于悬挂施力砝码;The force-applying rod is arranged vertically, and the top end is suspended at the midpoint of the external prestressing tendon, and the bottom end is used for suspending the force-applying weight;

所述测量杆水平布置,且一端端头与所述施力杆的杆体固定连接;The measuring rod is arranged horizontally, and one end end is fixedly connected with the rod body of the force applying rod;

所述支架放置在地面上,且位于所述测量杆的下方;The bracket is placed on the ground and is located below the measuring rod;

所述位移计放置在所述支架上,且其感应探头朝上,顶在所述测量杆的杆体上。The displacement meter is placed on the support, with its sensing probe facing upwards and pressing against the rod body of the measuring rod.

通过上述技术方案,本实用新型仅通过施力杆、测量杆、位移计和施力砝码组成的简单结构即可实现检测,将施力杆挂在体外预应力筋转向块之间的中点,用砝码施加侧向力,测得对应侧向力的位移值,通过简单公式计算出体外预应力筋拉力值,装置简单,检测方便,精度高,便于施工现场检测。Through the above technical solutions, the utility model can realize detection only through a simple structure composed of a force application rod, a measuring rod, a displacement meter and a force application weight, and the force application rod is hung at the midpoint between the steering blocks of the external prestressed tendons. , apply lateral force with weights, measure the displacement value corresponding to the lateral force, and calculate the tensile force value of the external prestressed tendons through a simple formula.

优选的,在上述一种中点侧向力-位移检测体外预应力值的装置中,所述施力杆的两端均具有弯钩。便于施力杆的悬挂,以及在施力杆上悬挂施力砝码。Preferably, in the above-mentioned device for detecting in vitro prestress value by midpoint lateral force-displacement, both ends of the force applying rod have hooks. It is convenient for the suspension of the force application rod and the suspension of the force application weight on the force application rod.

优选的,在上述一种中点侧向力-位移检测体外预应力值的装置中,所述施力杆为钢管,且直径在20㎜~40㎜之间。能够满足施工需求。Preferably, in the above-mentioned device for detecting an in vitro prestress value by midpoint lateral force-displacement, the force applying rod is a steel pipe, and the diameter is between 20 mm and 40 mm. Can meet construction needs.

优选的,在上述一种中点侧向力-位移检测体外预应力值的装置中,所述测量杆与所述施力杆焊接固定或采用螺栓连接固定。便于连接,结构稳定。Preferably, in the above-mentioned device for detecting an in vitro prestress value by midpoint lateral force-displacement, the measuring rod and the forcing rod are fixed by welding or by bolted connection. Easy to connect and stable in structure.

优选的,在上述一种中点侧向力-位移检测体外预应力值的装置中,所述支架的高度适宜人的操作高度。便于使用者操作。Preferably, in the above-mentioned device for detecting an in vitro prestress value by midpoint lateral force-displacement, the height of the bracket is suitable for the operating height of a person. User-friendly operation.

优选的,在上述一种中点侧向力-位移检测体外预应力值的装置中,所述体外预应力筋的两端固定在混凝土梁板上,且通过所述混凝土梁板底端固定的两个转向块支撑。本装置适合对上述的建筑结构中的体外预应力筋的水平段或倾斜段进行预应力值检测。Preferably, in the above-mentioned device for detecting external prestress value by midpoint lateral force-displacement, both ends of the external prestressing tendon are fixed on the concrete beam plate, and the bottom end of the concrete beam plate is fixed through the Two steering block supports. The device is suitable for detecting the prestress value of the horizontal section or the inclined section of the external prestressed tendon in the above-mentioned building structure.

本实用新型提供的一种中点侧向力-位移检测体外预应力值的装置的检测方法包括以下步骤:The detection method of the device for detecting the external prestress value of the midpoint lateral force-displacement provided by the utility model comprises the following steps:

S1、将施力杆的顶端悬挂在体外预应力筋的中点;S1. Suspend the top end of the force-applying rod at the midpoint of the external prestressing tendon;

S2、在施力杆的底端悬挂第一个施力砝码,使施力杆稳定,位移计的感应探头顶紧测量杆的杆体,此时对位移计调零;S2. Suspend the first force-applying weight at the bottom end of the force-applying rod to stabilize the force-applying rod. The sensing probe of the displacement meter is pressed against the rod body of the measuring rod, and the displacement meter is zeroed at this time;

S3、在施力杆的底端悬挂第二个施力砝码施加竖向力,并读取位移计显示的相应的位移值,根据力与几何的关系计算得到体外预应力筋的预应力值。S3. Suspend a second force application weight at the bottom end of the force application rod to apply a vertical force, and read the corresponding displacement value displayed by the displacement meter, and calculate the prestress value of the external prestressed tendon according to the relationship between force and geometry .

在S2中:第一个施力砝码的重量为4-6KG。能够实现测量杆稳定并与位移计的感应探头的顶紧,防止其晃动。In S2: the weight of the first applying weight is 4-6KG. It can realize the stability of the measuring rod and the top of the induction probe of the displacement meter to prevent it from shaking.

在S3中:力与几何的关系为:In S3: The relationship between force and geometry is:

Figure DEST_PATH_GDA0002748092650000031
Figure DEST_PATH_GDA0002748092650000031

其中:M为第二个施力砝码的质量,Δ为第二个施力砝码施加后产生的位移值,L为体外预应力筋的长度,Fp为待测的体外预应力筋的预应力值;Among them: M is the mass of the second force-applying weight, Δ is the displacement value after the second force-applying weight is applied, L is the length of the external prestressing tendon, and F p is the length of the external prestressing tendon to be measured. prestress value;

得到体外预应力筋的预应力值为:The prestress value of the external prestressed tendons is obtained:

Figure DEST_PATH_GDA0002748092650000032
Figure DEST_PATH_GDA0002748092650000032

公式简单,便于计算,且检测精度高。The formula is simple, easy to calculate, and has high detection accuracy.

第一个施力砝码和第二个施力砝码沿着施力杆的轴向方向依次悬挂。保证测量的稳定性。The first force application weight and the second force application weight are sequentially suspended along the axial direction of the force application rod. Guaranteed measurement stability.

经由上述的技术方案可知,与现有技术相比,本实用新型公开提供了一种中点侧向力-位移检测体外预应力值的装置,仅通过施力杆、测量杆、位移计和施力砝码组成的简单结构即可实现检测,将施力杆挂在体外预应力筋转向块之间的中点,用砝码施加侧向力,测得对应侧向力的位移值,通过简单公式计算出体外预应力筋拉力值,装置简单,检测方便,精度高,便于施工现场检测。It can be seen from the above technical solutions that, compared with the prior art, the present utility model discloses a device for detecting the prestress value in vitro by the midpoint lateral force-displacement. The simple structure composed of force weights can realize the detection. Hang the force application rod at the midpoint between the steering blocks of the external prestressed tendons, apply the lateral force with the weights, and measure the displacement value corresponding to the lateral force. The formula calculates the tensile force value of the external prestressed tendons, the device is simple, the detection is convenient, the precision is high, and the construction site detection is convenient.

附图说明Description of drawings

为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据提供的附图获得其他的附图。In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description It is only an embodiment of the present invention, and for those of ordinary skill in the art, other drawings can also be obtained according to the provided drawings without creative efforts.

图1附图为本实用新型提供的装置测量状态的结构示意图;Fig. 1 accompanying drawing is the structural representation of the device measurement state provided by the utility model;

图2附图为本实用新型提供的装置放大的结构示意图;Fig. 2 accompanying drawing is the enlarged structural schematic diagram of the device provided by the utility model;

图3附图为本实用新型提供的侧向力下体外预应力筋中点位移的示意图。Figure 3 is a schematic diagram of the midpoint displacement of the external prestressed tendons under lateral force provided by the utility model.

其中:in:

1-体外预应力筋;1- External prestressing tendons;

2-施力杆;2-Forcing rod;

3-测量杆;3- measuring rod;

4-支架;4- bracket;

5-位移计;5 - displacement meter;

6-施力砝码;6-Forcing weights;

7-地面;7 - ground;

8-混凝土梁板;8- Concrete beams and slabs;

9-转向块。9- Steering block.

具体实施方式Detailed ways

下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

参见附图1和附图2,本实用新型实施例公开了一种中点侧向力-位移检测体外预应力值的装置,用于对建筑结构加固中的体外预应力筋1进行预应力值检测;包括:施力杆2、测量杆3、支架4和位移计5;Referring to Fig. 1 and Fig. 2, an embodiment of the present utility model discloses a device for detecting external prestress value by midpoint lateral force-displacement, which is used for prestressing value of external prestressing tendons 1 in the reinforcement of building structures Detection; including: force rod 2, measuring rod 3, bracket 4 and displacement meter 5;

施力杆2竖直布置,且顶端悬挂在体外预应力筋1的中点,底端用于悬挂施力砝码6;The force application rod 2 is arranged vertically, and the top end is suspended at the midpoint of the external prestressing tendon 1, and the bottom end is used to hang the force application weight 6;

测量杆3水平布置,且一端端头与施力杆2的杆体固定连接;The measuring rod 3 is arranged horizontally, and one end is fixedly connected with the rod body of the force applying rod 2;

支架4放置在地面上,且位于测量杆3的下方;The bracket 4 is placed on the ground, and is located below the measuring rod 3;

位移计5放置在支架4上,且其感应探头朝上,顶在测量杆3的杆体上。The displacement meter 5 is placed on the support 4 with its sensing probe facing upwards and pressing against the rod body of the measuring rod 3 .

为了进一步优化上述技术方案,施力杆2的两端均具有弯钩。In order to further optimize the above technical solution, both ends of the force applying rod 2 have hooks.

为了进一步优化上述技术方案,施力杆2为钢管,且直径在20㎜~40㎜之间。In order to further optimize the above technical solution, the force application rod 2 is a steel pipe, and the diameter is between 20 mm and 40 mm.

为了进一步优化上述技术方案,测量杆3与施力杆2焊接固定或采用螺栓连接固定。In order to further optimize the above technical solution, the measuring rod 3 and the force applying rod 2 are fixed by welding or by bolted connection.

为了进一步优化上述技术方案,支架4的高度适宜人的操作高度。In order to further optimize the above technical solution, the height of the bracket 4 is suitable for the operation height of a person.

为了进一步优化上述技术方案,体外预应力筋1的两端固定在混凝土梁板8上,且通过混凝土梁板8底端固定的两个转向块9支撑。In order to further optimize the above technical solution, both ends of the external prestressing tendons 1 are fixed on the concrete beam plate 8 and supported by two steering blocks 9 fixed at the bottom end of the concrete beam plate 8 .

需要说明的是,当体外预应力筋1非水平时,可根据体外预应力筋1倾斜角度,很容易得到相应的计算公式,因此,该装置也可以用于非水平段的检测。在对非水平段检测时,为了施力杆2的悬挂稳定,可以先在体外预应力筋1上拧紧一段钢丝并形成挂钩,再与施力杆2悬挂连接。It should be noted that, when the external prestressed tendons 1 are not horizontal, the corresponding calculation formula can be easily obtained according to the inclination angle of the external prestressed tendons 1 . Therefore, the device can also be used for the detection of non-horizontal sections. When detecting the non-horizontal section, in order to stabilize the suspension of the force-applying rod 2, a section of steel wire can be tightened on the external prestressing tendon 1 to form a hook, and then the force-applying rod 2 is suspended and connected.

本实用新型公开的一种中点侧向力-位移检测体外预应力值的装置的检测方法包括以下步骤:The detection method of the device for detecting the external prestress value of the midpoint lateral force-displacement disclosed by the utility model comprises the following steps:

S1、将施力杆2的顶端悬挂在体外预应力筋1的中点;S1. Suspend the top end of the force applying rod 2 at the midpoint of the external prestressing tendon 1;

S2、在施力杆2的底端悬挂第一个施力砝码6,使施力杆6稳定,位移计 5的感应探头顶紧测量杆3的杆体,此时对位移计5调零;S2. Suspend the first force application weight 6 at the bottom end of the force application rod 2 to stabilize the force application rod 6, and the sensing probe of the displacement meter 5 is pressed against the rod body of the measuring rod 3, and the displacement meter 5 is zeroed at this time;

S3、在施力杆2的底端悬挂第二个施力砝码6施加竖向力,并读取位移计5显示的相应的位移值,根据力与几何的关系计算得到体外预应力筋1的预应力值。S3. Suspend the second force application weight 6 at the bottom end of the force application rod 2 to apply a vertical force, and read the corresponding displacement value displayed by the displacement meter 5, and calculate the external prestressed tendon 1 according to the relationship between force and geometry prestress value.

在S2中:第一个施力砝码6的重量为4-6KG。In S2: the weight of the first applying weight 6 is 4-6KG.

在S3中:力与几何的关系为:In S3: The relationship between force and geometry is:

Figure DEST_PATH_GDA0002748092650000051
Figure DEST_PATH_GDA0002748092650000051

其中:M为第二个施力砝码6的质量,Δ为第二个施力砝码6施加后产生的位移值,L为体外预应力筋1的长度,Fp为待测的体外预应力筋1的预应力值;如附图3中所示。Among them: M is the mass of the second force application weight 6, Δ is the displacement value generated after the second force application weight 6 is applied, L is the length of the external prestressing tendon 1, and F p is the in vitro prestressing force to be measured. The prestress value of the stress tendon 1; as shown in Figure 3.

得到体外预应力筋1的预应力值为:The prestress value of the external prestressed tendon 1 is obtained:

Figure DEST_PATH_GDA0002748092650000052
Figure DEST_PATH_GDA0002748092650000052

第一个施力砝码6和第二个施力砝码6沿着施力杆2的轴向方向依次悬挂。The first force application weight 6 and the second force application weight 6 are suspended in sequence along the axial direction of the force application rod 2 .

以现场具体的实际情况为例:Take the actual situation on site as an example:

对某工程进行了现场的检测,数值为L=3750㎜,M=24kg,预应力张拉到50%控制力时进行检测,M=24kg,得到Δ=3.55㎜,计算得到体外预应力筋力值为:An on-site inspection was carried out on a project. The values were L=3750mm, M=24kg. The test was carried out when the prestressed tension reached 50% of the control force. M=24kg, Δ =3.55mm, and the external prestressed tendon force value was calculated. for:

Figure DEST_PATH_GDA0002748092650000061
Figure DEST_PATH_GDA0002748092650000061

预应力张拉到100%控制力时进行检测,得到Δ=1.74㎜,计算得到体外预应力筋力值为:When the prestress is stretched to 100% of the control force, the test is carried out, and Δ = 1.74 mm is obtained. The calculated value of the external prestressed tendon is:

Figure DEST_PATH_GDA0002748092650000062
Figure DEST_PATH_GDA0002748092650000062

预应力筋在竖向变形下的误差分析:Error analysis of prestressed tendons under vertical deformation:

假设预应力筋侧向位移为5㎜,得到:Assuming that the lateral displacement of the prestressed tendons is 5 mm, we get:

Figure DEST_PATH_GDA0002748092650000063
Figure DEST_PATH_GDA0002748092650000063

由于侧向变形,预应力筋1875mm伸长0.007mm,对应的应力为0.7MPa,与预应力值1000Mpa左右相比,不足0.1%,可以忽略不计。Due to the lateral deformation, the prestressed tendon 1875mm is elongated by 0.007mm, and the corresponding stress is 0.7MPa, which is less than 0.1% compared with the prestress value of about 1000Mpa and can be ignored.

因此,测量精度较高,且精度主要取决于位移测量精度。Therefore, the measurement accuracy is high, and the accuracy mainly depends on the displacement measurement accuracy.

本说明书中各个实施例采用递进的方式描述,每个实施例重点说明的都是与其他实施例的不同之处,各个实施例之间相同相似部分互相参见即可。对于实施例公开的装置而言,由于其与实施例公开的方法相对应,所以描述的比较简单,相关之处参见方法部分说明即可。The various embodiments in this specification are described in a progressive manner, and each embodiment focuses on the differences from other embodiments, and the same and similar parts between the various embodiments can be referred to each other. As for the device disclosed in the embodiment, since it corresponds to the method disclosed in the embodiment, the description is relatively simple, and the relevant part can be referred to the description of the method.

对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本实用新型。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本实用新型的精神或范围的情况下,在其它实施例中实现。因此,本实用新型将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the disclosed embodiments enables those skilled in the art to implement or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Thus, the present invention is not intended to be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (6)

1.一种中点侧向力-位移检测体外预应力值的装置,其特征在于,用于对建筑结构加固中的体外预应力筋(1)进行预应力值检测;包括:施力杆(2)、测量杆(3)、支架(4)和位移计(5);1. a device of midpoint lateral force-displacement detection external prestress value, it is characterized in that, for carrying out prestress value detection to the external prestressed tendon (1) in building structure reinforcement; 2), measuring rod (3), bracket (4) and displacement meter (5); 所述施力杆(2)竖直布置,且顶端悬挂在所述体外预应力筋(1)的中点,底端用于悬挂施力砝码(6);The force applying rod (2) is arranged vertically, and the top end is suspended at the midpoint of the external prestressing tendon (1), and the bottom end is used for suspending the force applying weight (6); 所述测量杆(3)水平布置,且一端端头与所述施力杆(2)的杆体固定连接;The measuring rod (3) is arranged horizontally, and one end end is fixedly connected with the rod body of the force applying rod (2); 所述支架(4)放置在地面上,且位于所述测量杆(3)的下方;The bracket (4) is placed on the ground, and is located below the measuring rod (3); 所述位移计(5)放置在所述支架(4)上,且其感应探头朝上,顶在所述测量杆(3)的杆体上。The displacement meter (5) is placed on the support (4), and the sensing probe thereof faces upwards and is pressed against the rod body of the measuring rod (3). 2.根据权利要求1所述的一种中点侧向力-位移检测体外预应力值的装置,其特征在于,所述施力杆(2)的两端均具有弯钩。2 . The device for detecting in vitro prestress value by midpoint lateral force-displacement according to claim 1 , wherein both ends of the force applying rod ( 2 ) have hooks. 3 . 3.根据权利要求1或2所述的一种中点侧向力-位移检测体外预应力值的装置,其特征在于,所述施力杆(2)为钢管,且直径在20㎜~40㎜之间。3. A device for detecting external prestress value by midpoint lateral force-displacement according to claim 1 or 2, characterized in that the force applying rod (2) is a steel pipe, and the diameter is between 20 mm and 40 mm. between mm. 4.根据权利要求1所述的一种中点侧向力-位移检测体外预应力值的装置,其特征在于,所述测量杆(3)与所述施力杆(2)焊接固定或采用螺栓连接固定。4. A device for detecting external prestress value by midpoint lateral force-displacement according to claim 1, characterized in that, the measuring rod (3) and the forcing rod (2) are fixed by welding or adopting Bolted connection. 5.根据权利要求1所述的一种中点侧向力-位移检测体外预应力值的装置,其特征在于,所述支架(4)的高度适宜人的操作高度。5 . The device for detecting in vitro prestress value by midpoint lateral force-displacement according to claim 1 , wherein the height of the bracket ( 4 ) is suitable for the operating height of a person. 6 . 6.根据权利要求1所述的一种中点侧向力-位移检测体外预应力值的装置,其特征在于,所述体外预应力筋(1)的两端固定在混凝土梁板(8)上,且通过所述混凝土梁板(8)底端固定的两个转向块(9)支撑。6. The device for detecting external prestress value by midpoint lateral force-displacement according to claim 1, wherein the two ends of the external prestressing tendon (1) are fixed on the concrete beam slab (8) and supported by two diverting blocks (9) fixed at the bottom end of the concrete beam plate (8).
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111551301A (en) * 2020-05-27 2020-08-18 中冶建筑研究总院有限公司 Device and method for detecting external prestress value through midpoint lateral force-displacement
CN113970491A (en) * 2021-11-16 2022-01-25 上海悍马建筑科技有限公司 A prestressed carbon fiber board tension measuring device and using method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111551301A (en) * 2020-05-27 2020-08-18 中冶建筑研究总院有限公司 Device and method for detecting external prestress value through midpoint lateral force-displacement
CN113970491A (en) * 2021-11-16 2022-01-25 上海悍马建筑科技有限公司 A prestressed carbon fiber board tension measuring device and using method thereof

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