CN201335748Y - Detecting system based on concrete box girder bridge web-plate vertical pre-stressed reinforcing steel tensioning force - Google Patents

Abstract

A detection system based on the tensile force of the vertical prestressed tendons of the web of a concrete box girder bridge, which includes threaded steel bars, corrugated sleeves and nuts, the lower part of which is pre-embedded vertically in the web of a concrete box girder bridge and is stretched to form a vertical prestress The exposed section is set on the upper part of the vertical prestressed tendon, and the exposed section is provided with an acceleration sensor and a vibration device, and is electrically connected to the data collector, notebook computer and power supply. The signal analysis device used to connect the data collector is installed and operated on the notebook. In the computer, the vibrator is instructed to vibrate the exposed section of the vertical prestressed tendon, which is converted into the natural frequency of the exposed section of the vertical prestressed tendon by the signal analysis device, and the calculation relation is used to obtain the vibration between the two nuts of the vertical prestressed tendon Tensile force, overcomes the defect that the detection of the tension force of the vertical prestressed tendon of the existing concrete box girder bridge cannot meet the defect of large-scale detection of the quality of the tension force of the vertical prestressed tendon on site; it is suitable for long-span prestressed concrete box girder bridge Detection of web vertical prestressing tendon tension.

Description

Testing system based on the tensile force of the vertical prestressed tendon in the web of concrete box girder bridge

technical field

The utility model relates to the detection of the tensile force of prestressed steel bars of prestressed concrete components. In particular, it is a detection system based on the tensile force of the vertical prestressed tendon of the web plate of the concrete box girder bridge.

Background technique

The prestressed concrete continuous (rigid frame) box girder bridge structure system has the advantages of high structural rigidity, smooth driving, less expansion joints, low maintenance costs, and is suitable for various spans. Since the 1970s, it has become The first choice for the design of large and medium-span concrete bridges. In order to reduce and control the main tensile stress of the box web and prevent the web concrete from cracking, it has become one of the important contents of the design to set the vertical prestressed tendons on the box girder web. Using precision-rolled threaded steel bars as the vertical prestressed tendons of the web of concrete box girders has the advantages of not being bound by welding, convenient anchoring, simple construction, high strength, and good relaxation performance. So far, my country has built and is building Hundreds of prestressed concrete continuous (rigid frame) box girder bridges with a single-span span of more than 100m have been applied to the vertical prestressed system of precision-rolled threaded steel bars. Its shortcoming is that the webs of many concrete box girder bridges still have different degrees of cracking during construction and operation, especially in the webs of long-span prestressed concrete box girder bridges. Relevant literature discloses that the application of vertical prestress on the web does not completely prevent the cracking of the web of the concrete box girder bridge, and one of the main reasons is that the loss or failure of the vertical prestress is too large. The applicant carried out a comprehensive and long-term test on the losses of the vertical prestressed tendons when monitoring the construction of a long-span prestressed concrete box girder bridge (load sensors were installed under the bottom anchor), and the results showed that: The main reason for the failure of the tension to the prestressed tendons is that the first initial tension is not in place. Due to the short vertical prestressed tendons, the elongation during the tensioning process is much smaller than that of the longitudinal prestressed tendons, and the number is large (100 meters span, generally more than 2000), it is difficult to manually tighten the anchor nuts after tensioning. Obtain the design tension, if the tightening strength of the anchor nut is not enough, it will almost fail, and the vertical prestressed tendon will become a decoration. Even if the torque value of tightening the nut can be determined through calculation, the nut is tightened with a torque wrench, or the secondary tension is used, but the influence of human factors is still very large. The most direct and effective way to solve the vertical prestressing problem is to propose an effective detection method and formulate corresponding detection standards (the development and improvement of pile foundation detection is an example). At present, the vertical prestress measurement methods include installing pressure sensors under the anchor, pasting resistance sheet measurement methods on the prestressed surface, tension jack oil gauge test methods, and prestressed tendon elongation measurement methods. Among them, the tension jack oil gauge test method 1. Although the measurement method of prestressed tendon elongation is simple and easy, it is only suitable for prestress control during tension and has low precision. The pressure sensor and resistor sheet measurement method are too expensive and cannot be reused. The accuracy of the test, but it cannot meet the requirements of large-area testing of the vertical prestressed quality on site, and cannot be popularized and applied, and is only limited to scientific research.

Contents of the invention

In view of the above situation, the purpose of this utility model is to provide a detection system based on the tension of the vertical prestressed tendons of the web of the concrete box girder bridge. The detection of various fastening components composed of exposed bolts has low detection cost, wide system adaptability, safe and reliable use, and is easy to popularize and promote.

In order to solve the above tasks, the tension detection system based on the vertical prestressed tendons of the concrete box girder bridge web includes threaded steel bars, corrugated sleeves sleeved outside the threaded steel bars, and anchor pads and nuts for fixing the corrugated sleeves. The lower part is pre-buried vertically in the web of the concrete box girder bridge and stretched to form a vertical prestressed tendon of the web of the concrete box girder bridge. An exposed section is set on the upper part of the vertical prestressed tendon. An acceleration sensor and shock absorber are arranged on the exposed section The vibrator, the acceleration sensor are electrically connected with the data collector, notebook computer and power supply, and the signal analysis device used to connect the data collector is installed and operated in the notebook computer. To operate the notebook computer, click the signal acquisition command in the interface of the signal analysis device, click The vibrator is commanded to act, and the vibrator vibrates the exposed section of the vertical prestressed tendon. The vibration signal of the exposed section of the vertical prestressed tendon is converted into the natural frequency of the exposed section of the vertical prestressed tendon by the signal analysis device and analyzed by the signal. The interface of the device is displayed, and the calculation relationship between the tension force of the vertical prestressed tendon and the natural frequency of the exposed section of the vertical prestressed tendon is applied in the signal analysis device, so as to obtain the tension force between the two nuts of the vertical prestressed tendon.

In order to achieve structural optimization, its further measures are:

The acceleration sensor is fixedly connected to the top of the exposed section on the upper part of the vertical prestressed tendon through a magnetic suction seat or rubber mud or gypsum mud.

The vibration direction of the acceleration sensor is perpendicular to the axis of the upper exposed section of the vertical prestressed tendon.

The length of the upper exposed section of the vertical prestressed tendon should be greater than 2.5 times the diameter of the vertical prestressed tendon.

The length of the upper exposed section of the vertical prestressed tendon should be 80mm greater than the reserved length for tension construction.

The vibrator should be able to vibrate the upper exposed section of the vertical prestressed tendons, and can be used to test various vibration information detection systems.

The utility model adopts the threaded steel bar, the corrugated casing sleeve outside the threaded steel bar and the anchor backing plate and the nut fixing the corrugated casing, so that the lower part is vertically pre-buried in the web plate of the concrete box girder bridge and is stretched into a concrete box girder. The vertical prestressed tendon of the bridge web is provided with an exposed section on the upper part of the vertical prestressed tendon. The exposed section is provided with an acceleration sensor and a vibrator. The acceleration sensor is electrically connected with the data collector, a notebook computer and a power supply for connecting The signal analysis device of the data collector is installed and operated in the notebook computer. When the notebook computer is operated, the vibrator vibrates the exposed section of the vertical prestressed tendon, and the vibration signal is converted into the natural frequency of the exposed section of the vertical prestressed tendon by the signal analysis device. And apply the calculation relationship between the tension force of the vertical prestressed tendon and the natural frequency of the exposed section of the vertical prestressed tendon in the signal analysis device, so as to obtain the technical solution of the tension force between the two nuts of the vertical prestressed tendon, which overcomes the existing The detection of the tension of vertical prestressed tendons of concrete box girder bridges cannot meet the defect of large-scale inspection of the quality of vertical prestressed tendons on site.

Compared with the beneficial effects produced by the prior art, the utility model:

(1) The detection system is simple in structure, it can not only adapt to the large-area detection requirements, but also can realize the detection of existing various fastening components composed of nuts and exposed bolts;

(II) The vibrator can be applied to various types of systems for testing vibration information by vibrating the upper exposed section of the vertical prestressed tendons.

(III) The acceleration sensor is fixedly connected to the top of the exposed section of the upper part of the vertical prestressed tendon through a magnetic suction seat or rubber mud or gypsum mud. It is very convenient to connect or separate from the vertical prestressed tendon, which improves the test system. rapid monitoring capabilities;

(IV) It has fast, repeated installation and safe use functions;

(V) It completely solves the problem of excessive vertical prestress loss and failure, and has important technical and economic effects on preventing prestressed concrete box girder bridge webs from cracking and improving the durability and reliability of such bridges. Commercial The prospects are very promising.

It is suitable for the detection of vertical prestressed tendon tension of the web plate of long-span prestressed concrete box girder bridge.

The test system and operation process of the present utility model will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

Description of drawings

Fig. 1 is the front view of the utility model based on the detection system of the tension force of the vertical prestressed tendon of the concrete box girder bridge web.

Fig. 2 is a schematic diagram of the calculation principle of the vertical prestressed tendon tension of the detection system based on the vertical prestressed tendon tension of the web plate of the concrete box girder bridge according to the present invention.

In the figure: 1, threaded steel bar, 1a, vertical prestressed tendon, 101, signal analysis device, 102, calculation relational formula, 103, magnetic suction seat, 2, corrugated casing, 3, anchor plate, 4, nut, 5. Concrete box girder bridge web, 51. Box girder bridge web concrete, 6. Exposed section, 7. Acceleration sensor, 71. Magnetic suction seat, 72. Rubber clay, 73. Gypsum mud, 8. Vibrator, 9. Data collector, 10. Notebook computer, L. Total length of the upper exposed section of the vertical prestressed tendon, L _1. Thickness of the nut set on the vertical prestressed tendon, L _2. Length of the exposed section of the vertical prestressed tendon, L ₃ , the distance from the top surface of the nut to the inner edge of the acceleration sensor.

Detailed ways

Referring to the accompanying drawings, the detection system based on the tensile force of the vertical prestressed tendon of the web of a concrete box girder bridge includes a threaded steel bar 1, a corrugated sleeve 2 sleeved outside the threaded steel bar 1, and an anchor plate 3 for fixing the corrugated sleeve 2 , nut 4, so that the lower part of it is pre-embedded vertically in the web 5 of the concrete box girder bridge and is stretched into the vertical prestressed tendon 1a of the web 5 of the concrete box girder bridge, and an exposed section is arranged on the top of the vertical prestressed tendon 1a 6. In order to achieve a more reliable measurement effect, the length of the upper exposed section 6 of the vertical prestressed tendon 1a should be greater than 2.5 times the diameter of the vertical prestressed tendon 1a; at the same time, the length of the upper exposed section 6 of the vertical prestressed tendon 1a should be It is 80mm longer than the reserved length for tension construction. The exposed section 6 of the vertical prestressed tendon 1a is provided with an acceleration sensor 7 and a vibrator 8, and the acceleration sensor 7 is fixedly connected to the upper exposed section 6 of the vertical prestressed tendon 1a via a magnetic suction seat 71 or rubber mud 72 or gypsum mud 73 At the top, the magnetic suction seat 71 is mainly used in this embodiment; in order to expand the scope of use, the vibrator 8 should be able to make the upper exposed section 6 of the vertical prestressed tendon 1a vibrate, and can be used to test various vibration information detection systems The acceleration sensor 7 is electrically connected with the data collector 9, the notebook computer 10 and the power supply 103, and the signal analysis device 101 for connecting the data collector 9 is installed and operated in the notebook computer 10, and the notebook computer 10 is operated, and at the interface of the signal analysis device 101 Click on the signal acquisition command, the vibrator 8 gets the instruction action, the vibrator 8 makes the exposed section 6 of the vertical prestressed tendon 1a and the acceleration sensor 7 vibrate, and the vibration direction of the acceleration sensor 7 is perpendicular to the upper part of the vertical prestressed tendon 1a The axis of the exposed section 6; the vibration signal of the exposed section 6 of the vertical prestressed tendon 1a is converted by the signal analysis device 101 into the natural frequency of the exposed section 6 of the vertical prestressed tendon 1a and displayed on the interface of the signal analysis device 101, and the signal analysis is applied In the device 101, the tension force of the vertical prestressed tendon 1a and the natural frequency of the exposed section 6 of the vertical prestressed tendon 1a are calculated according to formula 102, so as to obtain the tension force between the two nuts 3 of the vertical prestressed tendon 1a.

The installation and detection principle of the utility model:

Example A

① The construction unit installs ordinary steel bars according to the design drawings of the concrete box girder bridge, in which the threaded steel bars 1 are covered with corrugated sleeves 2, and anchor pads 3 and nuts 4 are installed at the upper and lower ends of the web of the threaded steel bars 1. During construction, first Set up the template according to the figure, pour the concrete 51 of the web of the box girder bridge, and form the web 5 of the concrete box girder bridge after the concrete reaches the strength. The plate 3 and the nut 4 work together with the web plate 5 of the concrete box girder bridge, so that the threaded steel bar 1 is subjected to tension to form the vertical prestressed tendon 1a of the web plate, and the exposed section 6 is arranged on the upper part of the vertical prestressed tendon 1a as required. The length of section 6 must be reserved when stretching the threaded steel bar 1. According to the requirements of the construction specification, it should be at least 80mm larger than the reserved length of the stretching construction, so as to ensure the safety and reliability of the stretching process. The vertical prestressed tendon of the present utility model 1a The upper part should be considered to adapt to the use of other detection systems when the exposed section is set as required.

② The detection system based on the tension of the vertical prestressed tendon of the concrete box girder bridge web, which includes the joint action of the threaded steel bar 1 on the anchor plate 3 and the nut 4 and the concrete box girder bridge web 5, between the two nuts 3 The tension between them makes the rebar 1 a vertical prestressed tendon 1a.

Example B

① After the construction operation, the process of transforming the threaded steel bar 1 into the vertical prestressed tendon 1a is completed. According to the requirements, the length of the upper exposed section 6 of the vertical prestressed tendon 1a should be greater than 2.5 times the diameter of the vertical prestressed tendon 1a. The length of the upper exposed section 6 of the prestressed tendon 1a should be 80mm longer than the reserved length for tensioning construction. The vertical prestressed tendon 1a is selected from the threaded steel bar 1 with a diameter of 32mm commonly used on bridges at present, the thread type is M34×3.0, and the matching nut 4 The height is 55mm, the shape is hexagonal, the distance across sides is 55mm, and the length of the exposed section 6 is equal to 116mm.

②The top of the exposed section 6 is fixedly installed with the acceleration sensor 7 through the magnetic suction seat 71 or rubber mud 72 or gypsum mud 73. The vibration direction of the acceleration sensor 7 should be perpendicular to the axis of the exposed section 6 on the upper part of the vertical prestressed tendon 1a. As shown in the figure, the sensor 7 is an optional YD-65 product, the charge sensitivity is 414.15, the frequency measurement range is 5-1000Hz, and there is a matching magnetic suction seat 71. The total weight of the sensor 7, magnetic suction seat 71 and connecting screw rod is 209g.

③Acceleration sensor is selected and adapted to the DH-5922 data collector 9, and the data collector 9 is connected with the acceleration sensor 7 with a shielded cable through the matching charge adapter H5857-1. The socket of the acceleration sensor 7 is connected with the socket of the supporting charge adapter H5857-1 of the data collector 9 .

4. The data collector 9 is connected with the notebook computer 10 in a 1394 connection mode.

⑤Connect the data collector 9, use the signal analysis device 101 to run in the notebook computer 10 and match it with the data collector 9, input the sensitivity coefficient of the acceleration sensor 7 according to the operation instructions of the signal analysis device 101 supporting the data collector 9, click the signal The acquisition interface starts signal acquisition, and the vibrator 8 is used. The vibrator 8 should be able to vibrate the upper exposed section 6 of the vertical prestressed tendon 1a, and can be used to test various vibration information detection systems. Slightly vibrate the top of the exposed section 6 of the vertical prestressed tendon 1a in a pulsating manner. The direction of the vibration should be perpendicular to the axis of the exposed section 6 of the vertical prestressed tendon 1a. After 3 seconds, click the stop collection interface of the signal analysis device 101. Operate the signal analysis device 101 according to the coefficient specification, intercept the vibration signal of slightly vibrating the exposed section 6 of the vertical prestressed tendon 1a by artificial pulsation, perform frequency analysis, and obtain the first-order vibration frequency of the exposed section 6 of the vertical prestressed tendon 1a.

⑥Calculation of tension force of vertical prestressed tendon 1a

see attached image

1) Calculation principle

Depending on the upper part of the vertical prestressed tendon 1a, the exposed section 6 plus the outer nut 4 part is set as a cantilever beam according to the requirements. The vertical prestressed tendon 1a and the nut 4 of the different tension force are different in tightness. Different from the compression degree of the anchor plate 3, it can be inferred that the upper part of the vertical prestressed tendon 1a is provided with the exposed section 6 and the outer casing nut 4 as required to form a cantilever beam with different rigidity for different tensile forces, and the corresponding difference is different. Using the relationship between the natural frequency and the stiffness, the natural frequency is measured, the stiffness is inferred, and the tensile force is obtained from the change of the stiffness.

Calculate the tensile force according to the following two formulas:

$<span\; class="notranslate">\; (</span>{\mathrm{<span\; class="notranslate">\; F\&omega;</span>}}^{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; -</span>{\mathrm{<span\; class="notranslate">\; G</span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}<span\; class="notranslate">\; )</span>{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="2"\; label="k"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">k</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}^{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; +</span><span\; class="notranslate">\; (</span>{\mathrm{<span\; class="notranslate">\; E\&omega;</span>}}^{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; -</span>{\mathrm{<span\; class="notranslate">\; G</span>}}_{\mathrm{<span\; class="notranslate">\; 1</span>}}<span\; class="notranslate">\; )</span>{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="2"\; label="k"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">k</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; +</span>{\mathrm{<span\; class="notranslate">\; A\&omega;</span>}}^{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; =</span>\mathrm{<span\; class="notranslate">\; 0</span>}<span\; class="notranslate">\; -</span><span\; class="notranslate">\; -</span><span\; class="notranslate">\; -</span><span\; class="notranslate">\; (</span>\mathrm{<span\; class="notranslate">\; 1</span>}<span\; class="notranslate">\; )</span>$

In the formula: ω is the first-order vibration frequency of the exposed section 6 of the vertical prestressed tendon 1a

$\mathrm{<span\; class="notranslate">\; E.</span>}<span\; class="notranslate">\; =</span><span\; class="notranslate">\; [</span>{\mathrm{<span\; class="notranslate">\; m</span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; (</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 4</span>}}{\mathrm{<span\; class="notranslate">\; L</span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="2"\; label="L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">L</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}^{\mathrm{<span\; class="notranslate">\; 4</span>}}<span\; class="notranslate">\; -</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 15</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="2"\; label="L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">L</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}^{\mathrm{<span\; class="notranslate">\; 5</span>}}<span\; class="notranslate">\; )</span><span\; class="notranslate">\; +</span>\frac{\mathrm{<span\; class="notranslate">\; 2</span>}}{\mathrm{<span\; class="notranslate">\; 3</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="3"\; label="ML"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">ML</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}^{\mathrm{<span\; class="notranslate">\; 4</span>}}<span\; class="notranslate">\; ]</span><span\; class="notranslate">\; \&Center\; Dot;</span>\frac{{\mathrm{<span\; class="notranslate">\; 2</span>}\mathrm{<span\; class="notranslate">\; LL</span>}}_{\mathrm{<span\; class="notranslate">\; 1</span>}}<span\; class="notranslate">\; -</span>{\mathrm{<span\; class="notranslate">\; L</span>}}_{\mathrm{<span\; class="notranslate">\; 1</span>}}^{\mathrm{<span\; class="notranslate">\; 2</span>}}}{{\mathrm{<span\; class="notranslate">\; 2</span>}<span\; class="notranslate">\; (</span>\mathrm{<span\; class="notranslate">\; EI</span>}<span\; class="notranslate">\; )</span>}^{\mathrm{<span\; class="notranslate">\; 2</span>}}}<span\; class="notranslate">\; +</span><span\; class="notranslate">\; [</span>{\mathrm{<span\; class="notranslate">\; m</span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; (</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 3</span>}}{\mathrm{<span\; class="notranslate">\; L</span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="2"\; label="L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">L</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}^{\mathrm{<span\; class="notranslate">\; 3</span>}}<span\; class="notranslate">\; -</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 12</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="2"\; label="L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">L</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}^{\mathrm{<span\; class="notranslate">\; 4</span>}}<span\; class="notranslate">\; )</span><span\; class="notranslate">\; +</span>\frac{\mathrm{<span\; class="notranslate">\; 2</span>}}{\mathrm{<span\; class="notranslate">\; 3</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="3"\; label="ML"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">ML</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}^{\mathrm{<span\; class="notranslate">\; 3</span>}}<span\; class="notranslate">\; ]</span><span\; class="notranslate">\; \&CenterDot;</span>\frac{{\mathrm{<span\; class="notranslate">\; 3</span>}\mathrm{<span\; class="notranslate">\; LL</span>}}_{\mathrm{<span\; class="notranslate">\; 1</span>}}^{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; -</span>{\mathrm{<span\; class="notranslate">\; L</span>}}_{\mathrm{<span\; class="notranslate">\; 1</span>}}^{\mathrm{<span\; class="notranslate">\; 3</span>}}}{\mathrm{<span\; class="notranslate">\; 6</span>}{<span\; class="notranslate">\; (</span>\mathrm{<span\; class="notranslate">\; EI</span>}<span\; class="notranslate">\; )</span>}^{\mathrm{<span\; class="notranslate">\; 2</span>}}}$

$\mathrm{<span\; class="notranslate">\; f</span>}<span\; class="notranslate">\; =</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{{<span\; class="notranslate">\; (</span>\mathrm{<span\; class="notranslate">\; EI</span>}<span\; class="notranslate">\; )</span>}^{\mathrm{<span\; class="notranslate">\; 2</span>}}}<span\; class="notranslate">\; [</span>{\mathrm{<span\; class="notranslate">\; m</span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; (</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 252</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="2"\; label="L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">L</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}^{\mathrm{<span\; class="notranslate">\; 7</span>}}<span\; class="notranslate">\; -</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 36</span>}}{\mathrm{<span\; class="notranslate">\; L</span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="2"\; label="L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">L</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}^{\mathrm{<span\; class="notranslate">\; 6</span>}}<span\; class="notranslate">\; +</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 20</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="3"\; label="L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">L</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}^{\mathrm{<span\; class="notranslate">\; 2</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="2"\; label="L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">L</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 2</span>}}^{\mathrm{<span\; class="notranslate">\; 5</span>}}<span\; class="notranslate">\; )</span><span\; class="notranslate">\; +</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 9</span>}}{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="3"\; label="ML"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">ML</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}^{\mathrm{<span\; class="notranslate">\; 6</span>}}<span\; class="notranslate">\; ]</span>$

${\mathrm{<span\; class="notranslate">\; G</span>}}_{\mathrm{<span\; class="notranslate">\; 1</span>}}<span\; class="notranslate">\; =</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 2</span>}\mathrm{<span\; class="notranslate">\; EI</span>}}<span\; class="notranslate">\; (</span>{\mathrm{<span\; class="notranslate">\; 2</span>}\mathrm{<span\; class="notranslate">\; LL</span>}}_{\mathrm{<span\; class="notranslate">\; 1</span>}}<span\; class="notranslate">\; -</span>{\mathrm{<span\; class="notranslate">\; L</span>}}_{\mathrm{<span\; class="notranslate">\; 1</span>}}^{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; )</span>{\mathrm{<span\; class="notranslate">\; <figure-callout\; id="3"\; label="L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">L</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}<span\; class="notranslate">\; +</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 6</span>}\mathrm{<span\; class="notranslate">\; EI</span>}}<span\; class="notranslate">\; (</span>{\mathrm{<span\; class="notranslate">\; 3</span>}\mathrm{<span\; class="notranslate">\; LL</span>}}_{\mathrm{<span\; class="notranslate">\; 1</span>}}^{\mathrm{<span\; class="notranslate">\; 2</span>}}<span\; class="notranslate">\; -</span>{\mathrm{<span\; class="notranslate">\; L</span>}}_{\mathrm{<span\; class="notranslate">\; 1</span>}}^{\mathrm{<span\; class="notranslate">\; 3</span>}}<span\; class="notranslate">\; )</span>$

${\mathrm{<span\; class="notranslate">\; <figure-callout\; id="3"\; label="G"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">G</figure-callout></span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}<span\; class="notranslate">\; =</span>\frac{\mathrm{<span\; class="notranslate">\; 1</span>}}{\mathrm{<span\; class="notranslate">\; 3</span>}\mathrm{<span\; class="notranslate">\; <figure-callout\; id="3"\; label="EI\; L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">EI</figure-callout></span><figure-callout\; id="3"\; label="EI\; L"\; filenames="Y20082015946200092.png"\; state="\{\{state\}\}">\; </figure-callout>}}{\mathrm{<span\; class="notranslate">\; </span>}}_{}^{}{\mathrm{<span\; class="notranslate">L</span>}}_{\mathrm{<span\; class="notranslate">\; 3</span>}}^{\mathrm{<span\; class="notranslate">\; 3</span>}}$

Wherein I is the flexural rigidity of the exposed section 6 arranged as required on the upper part of the vertical prestressed tendon 1a, E is the elastic modulus of the exposed section 6 arranged as required on the upper part of the vertical prestressed tendon 1a, and _m2 is the vertical prestress The mass of the unit length of the exposed section 6 provided on the top of the rib 1a as required, M is the mass of the acceleration sensor 7 and the magnetic suction seat 71.

Substitute the _k2 obtained from formula (1) into the following formula:

T＝-6.9507(k ₂ ) ⁵ +45.113(k ₂ ) ⁴ -95.719(k ₂ ) ³ +83.531(k ₂ ) ² -22.688(k ₂ )+1.4945(2)

T is the tensile force of the exposed section 6 of the vertical prestressed tendon 1a.

In the above embodiment, the length L ₂ of the exposed section of the vertical prestressed tendon is 116 mm, and the measured first-order frequency is 753.1 Hz, so the tensile force is 45.63 tons.

The above are only preferred embodiments of the present utility model, and those skilled in the art can also make various modifications and transformations to this according to the above-mentioned concept of the present utility model. For example, the upper part of the vertical prestressed tendon is provided with an exposed section as required, and the exposed section can be quickly installed with a sensor through a magnetic suction seat or rubber mud or gypsum mud, and the sensor is installed at a different position of the vertical prestressed tendon. Some functions of the notebook computer are combined into one, and the principle relational formula is solidified in the two-in-one instrument, the signal collector and the computer are connected to each other and the structure is modified and transformed, and the calculation relational formula is corrected without changing the principle . However, similar changes and modifications all belong to the essence of the present utility model.

Claims (6)

1, detection system based on concrete box beam bridge web vertical pre-stress rib stretching force, it is characterized in that it comprises deformed bar (1), be placed in the outer corrugated bushing (2) of deformed bar (1) and reach the fixedly anchor plate (3) of corrugated bushing (2), nut (4), make its (1) bottom vertically be embedded in the vertical prestressing bar (1a) that becomes concrete box beam bridge web (5) in the concrete box beam bridge web (5) through stretch-draw in advance, in vertical prestressing bar (1a) top revealed section (6) is set, this revealed section (6) is established an acceleration transducer (7) and click resonator (8), acceleration transducer (7) and data acquisition unit (9), notebook computer (10) and power supply (103) are electrically connected, and signal analysis device (101) installation and operation that is used for connecting data acquisition unit (9) is in notebook computer (10).

2, the detection system based on concrete box beam bridge web vertical pre-stress rib stretching force according to claim 1 is characterized in that acceleration transducer (7) is to be fixed on vertical prestressing bar (1a) top revealed section (6) top end through magnetic force suction base (71) or rubber cement (72) or gypsum mud (73).

3, the detection system based on concrete box beam bridge web vertical pre-stress rib stretching force according to claim 1 is characterized in that the direction of vibration of acceleration transducer (7) is perpendicular to vertical prestressing bar (1a) top revealed section (6) axis.

4, the detection system based on concrete box beam bridge web vertical pre-stress rib stretching force according to claim 1 is characterized in that the length of vertical prestressing bar (1a) top revealed section (6) should be greater than 2.5 times of vertical prestressing bar (1a) diameter.

5, the detection system based on concrete box beam bridge web vertical pre-stress rib stretching force according to claim 1 is characterized in that the length of vertical prestressing bar (1a) top revealed section (6) should be greater than stretching construction length in reserve 80mm.

6, the detection system based on concrete box beam bridge web vertical pre-stress rib stretching force according to claim 1, it is characterized in that the action of click resonator (8) call instruction, click resonator (8) makes vertical prestressing bar (1a) revealed section (6) and acceleration transducer (7) vibration, and the direction of vibration of acceleration transducer (7) is perpendicular to vertical prestressing bar (1a) top revealed section (6) axis.

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