CN109238853A - A kind of truss deflection metrology device and its application method - Google Patents
A kind of truss deflection metrology device and its application method Download PDFInfo
- Publication number
- CN109238853A CN109238853A CN201811209161.6A CN201811209161A CN109238853A CN 109238853 A CN109238853 A CN 109238853A CN 201811209161 A CN201811209161 A CN 201811209161A CN 109238853 A CN109238853 A CN 109238853A
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- CN
- China
- Prior art keywords
- sleeve
- truss
- base
- mandril
- scale
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M13/00—Testing of machine parts
Abstract
The invention discloses a kind of truss deflection metrology device and its application methods, comprising: first base is mounted on the support rod of truss end, and first base end is equipped with pilot hole;Second base is mounted on the corresponding column of truss end;Second base is equipped with mounting hole;Sleeve, first end are mounted in the mounting hole of second base, and the first end closing of sleeve, second end are equipped with opening;Mandril is mounted in sleeve, and the first end of mandril is connected by the bottom of damping unit and sleeve, and the second end of mandril stretches out the opening of sleeve second end, and the second end of mandril can extend into the pilot hole of first base and can slide in pilot hole;Mandril periphery is equipped with scale, and the actural deflection of truss approximate can be measured using relatively simple method, and user is reminded to carry out deashing unloading or check to reinforce.
Description
Technical field
The invention belongs to technical field of buildings more particularly to a kind of truss deflection metrology device and its application methods.
Background technique
In the implementation of the present invention, the inventor finds that the existing technology has at least the following problems: steel structure truss exists
It has been widely used in cement plant, but since on-site dust stratification situation is more serious, the dust stratification long-time on steel truss is not
It is excessive that cleaning will cause truss deformation, even will cause truss destruction when serious and collapses, and the prerupture deformation state of truss is very
Difficulty is observed with simple method.
Summary of the invention
Technical problem to be solved by the invention is to provide it is a kind of using relatively simple method can approximation measure truss
Actural deflection, remind user carry out deashing unloading or review reinforce truss deflection metrology device and its application method.
In order to solve the above-mentioned technical problem, the technical scheme adopted by the invention is that: a kind of truss deflection metrology device, tool
Have:
First base is mounted on the support rod of truss end, and the first base end is equipped with pilot hole;
Second base is mounted on the corresponding column of truss end;The second base is equipped with mounting hole;
Sleeve, first end are mounted in the mounting hole of the second base, and the first end closing of the sleeve, second end are set
There is opening;
Mandril is mounted in the sleeve, and the first end of the mandril is connected by the bottom of damping unit and sleeve, institute
The second end for stating mandril stretches out the opening of the sleeve second end, and the second end of the mandril can extend into the first base
It can slide in pilot hole and in pilot hole;The mandril periphery is equipped with scale.
The scale of the mandril periphery includes three parts, and the front of scale is painted with white, is painted with yellow in the middle part of scale,
The rear portion of scale is painted with red.
Internal screw thread is equipped in the mounting hole, the first end of the sleeve is equipped with external screw thread, the sleeve and the installation
Hole is threadedly coupled.
The damping unit is spring.
The mandril can be stored completely as in sleeve, and the second end of the sleeve is equipped with the end cap of closing opening, described
End cap is connect with the bush whorl.
The mounting hole of the second base is equipped with the fixed screw for capableing of sleeve described in clamping.
A kind of application method of above-mentioned truss deflection metrology device, includes the following steps:
1) support rod of first base and truss end is welded, pre-buried slugging in second base and column;
It 2) will be in the mounting hole of sleeve insertion second base;
3) unscrewing end cap, by the pilot hole of mandril insertion second base, sleeve second end is corresponded to quarter by turnbarrel
At " 0 " position of degree, the fixed screw on mounting hole, fixes sleeve are tightened;
4) when normal use situation, sleeve second end corresponds to the white area of scale;Dust stratification is excessive, close to design load
When, sleeve second end corresponds to the yellow area of scale, should carry out truss deashing immediately at this time;When load transfinites, sleeve
Two port should arrive the red area of scale, and truss forbids upper people at this time, and takes reinforcement measure.
A technical solution in above-mentioned technical proposal has the following advantages that or beneficial effect, using relatively simple method
The actural deflection of truss approximate can be measured, and reminds user to carry out deashing unloading or review reinforcing with different colours.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the truss deflection metrology device provided in the embodiment of the present invention;
Fig. 2 is the structural schematic diagram of the mandril of the truss deflection metrology device of Fig. 1;
Fig. 3 is the structural schematic diagram of the sleeve of the truss deflection metrology device of Fig. 1;
Fig. 4 is the mounting structure schematic diagram of the truss deflection metrology device of Fig. 1;
Fig. 5 is the structural schematic diagram of the installation first step of the truss deflection metrology device of Fig. 1;
Fig. 6 is the structural schematic diagram of the installation second step of the truss deflection metrology device of Fig. 1;
Fig. 7 is the structural schematic diagram of the installation third step of the truss deflection metrology device of Fig. 1;
Fig. 8 is the structural schematic diagram of the use state of the truss deflection metrology device of Fig. 1;
Label in above-mentioned figure is equal are as follows: 1, first base, 2, second base, 3, sleeve, 4, mandril, 5, spring, 6, fixation
Screw, 7, end cap.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with attached drawing to embodiment party of the present invention
Formula is described in further detail.
Referring to Fig. 1-8, a kind of truss deflection metrology device, comprising:
First base is mounted on the support rod of truss end, and first base end is equipped with pilot hole;
Second base is mounted on the corresponding column of truss end;Second base is equipped with mounting hole;
Sleeve, first end are mounted in the mounting hole of second base, and the first end closing of sleeve, second end are equipped with opening;
Mandril is mounted in sleeve, and the first end of mandril is connected by the bottom of damping unit and sleeve, and the second of mandril
The opening of sleeve second end is stretched out at end, and the second end of mandril can extend into the pilot hole of first base and can slide in pilot hole
It is dynamic;Mandril periphery is equipped with scale.
The scale of mandril periphery includes three parts, and the front of scale is painted with white, yellow, scale are painted in the middle part of scale
Rear portion be painted with red.
Internal screw thread is equipped in mounting hole, the first end of sleeve is equipped with external screw thread, and sleeve is threadedly coupled with mounting hole.
Damping unit is spring.
Mandril can be stored completely as in sleeve, and the second end of sleeve is equipped with the end cap of closing opening, end cap and sleeve spiral shell
Line connection.
The mounting hole of second base is equipped with the fixed screw for capableing of clamping sleeve.
The measuring appliance amount of deflection table of comparisons
Survey scale | Corresponding amount of deflection | Design amount of deflection | Transfinite critical value | Remarks |
0 | 0 | 86.7 | 124.4 | White area |
6.8 | 34.1 | 86.7 | 124.4 | White area |
10.6 | 52.6 | 86.7 | 124.4 | White area |
17.4 | 86.7 | 86.7 | 124.4 | Yellow region |
25.1 | 124.4 | 86.7 | 124.4 | Red color area |
Remarks: being yellow region between some value before desirable design amount of deflection to the critical value that transfinites, certain before the critical value that transfinites
It is red color area after a value.The range of yellow region red color area considers certain degree of safety on the basis of calculating data.
Deflection metrology device design principle: the mid-span deflection and Leading Edge Deformation of simple truss are at approximate proportional relation, Ke Yitong
The variation of measurement end displacement is crossed to speculate mid-span deflection.It can be calculated and not had to by way of changing load in structure design
Data statistics is aggregated to form the amount of deflection table of comparisons, is designed on mandril by the amount of deflection table of comparisons by the corresponding end displacement of amount of deflection
Scale and scheme of tinting.
A kind of application method of above-mentioned truss deflection metrology device, includes the following steps:
1) support rod of first base and truss end is welded, pre-buried slugging in second base and column, such as
Shown in Fig. 5;
2) sleeve is inserted into the mounting hole of second base, as shown in Figure 6;
3) unscrewing end cap, by the pilot hole of mandril insertion second base, sleeve second end is corresponded to quarter by turnbarrel
At " 0 " position of degree, the fixed screw on mounting hole is tightened, fixes sleeve, as shown in Figure 7;
4) when normal use situation, sleeve second end corresponds to the white area of scale;Dust stratification is excessive, close to design load
When, sleeve second end corresponds to the yellow area of scale, should carry out truss deashing immediately at this time;When load transfinites, sleeve
Two port should arrive the red area of scale, and truss forbids upper people at this time, and takes reinforcement measure, as shown in Figure 8.
Advantage: 1. simple structures, it is easy for installation, it is easy to use, it is difficult to solve truss deformation condition in previous use process
The problem of to measure, reminds owner's timely deashing in process of production, guarantees structure safety.2. using being installed after first truss hoisting
The design scheme of measuring appliance, can eliminate construction error, accurately measure the amount of deflection as caused by actual loading.3. by left and right
The amount of deflection difference measurements of two truss structures, it can be determined that whether truss is in spatial warping state, and (the transfiniting of large-span truss is destroyed logical
Normally due to caused by Spatial Instability).
The applicable elements of device: 1. be only applicable to the end of simple truss or continuous trusse across.2. be only applicable to span compared with
Big truss (generally higher than 30m), the small truss end deformation of span is small, and measurement accuracy is low.
Remarks: since the lime stone stockyard charging truss structure form of disparity items is similar, load is similar, and span is similar
(50-58m), can be using unified scale and the deflection metrology device for scheme of tinting, and calculates difference according to each project difference
The amount of deflection table of comparisons.If other large-span trusses use, scale and scheme of tinting should be modified according to calculated result.
Lime stone charging truss span is big, and easy dust stratification, the actual deformed state of truss is difficult to observe.It is scratched by installing truss
Degree measurement precaution device, can intuitively observe whether truss amount of deflection is in the range that design and specification allow, and make structure more
Safety, use are more convenient.
After above-mentioned scheme, the actural deflection of truss approximate can be measured using relatively simple method, and with not
User is reminded to carry out deashing unloading or review reinforcing with color.
The present invention is exemplarily described above in conjunction with attached drawing, it is clear that the present invention implements not by aforesaid way
Limitation, as long as the improvement for the various unsubstantialities that the inventive concept and technical scheme of the present invention carry out is used, or without changing
It is within the scope of the present invention into the conception and technical scheme of the invention are directly applied to other occasions.
Claims (7)
1. a kind of truss deflection metrology device comprising:
First base is mounted on the support rod of truss end, and the first base end is equipped with pilot hole;
Second base is mounted on the corresponding column of truss end;The second base is equipped with mounting hole;
Sleeve, first end are mounted in the mounting hole of the second base, and the first end closing of the sleeve, second end are equipped with and open
Mouthful;
Mandril is mounted in the sleeve, and the first end of the mandril is connected by the bottom of damping unit and sleeve, the top
The second end of bar stretches out the opening of the sleeve second end, and the second end of the mandril can extend into the guiding of the first base
It can slide in hole and in pilot hole;The mandril periphery is equipped with scale.
2. truss deflection metrology device as described in claim 1, which is characterized in that the scale of the mandril periphery includes three portions
Point, the front of scale is painted with white, and yellow is painted in the middle part of scale, and the rear portion of scale is painted with red.
3. truss deflection metrology device as claimed in claim 2, which is characterized in that internal screw thread is equipped in the mounting hole, it is described
The first end of sleeve is equipped with external screw thread, and the sleeve is threadedly coupled with the mounting hole.
4. truss deflection metrology device as claimed in claim 3, which is characterized in that the damping unit is spring.
5. truss deflection metrology device as claimed in claim 4, which is characterized in that the mandril can be stored completely such as sleeve
Interior, the second end of the sleeve is equipped with the end cap of closing opening, and the end cap is connect with the bush whorl.
6. truss deflection metrology device as claimed in claim 5, which is characterized in that the mounting hole of the second base is equipped with energy
The fixed screw of sleeve described in enough clampings.
7. a kind of application method of truss deflection metrology device as claimed in claim 6, which comprises the steps of:
1) support rod of first base and truss end is welded, pre-buried slugging in second base and column;
It 2) will be in the mounting hole of sleeve insertion second base;
3) unscrewing end cap, by the pilot hole of mandril insertion second base, sleeve second end is corresponded to scale by turnbarrel
At " 0 " position, the fixed screw on mounting hole, fixes sleeve are tightened;
4) when normal use situation, sleeve second end corresponds to the white area of scale;Dust stratification is excessive, when close to design load,
Sleeve second end corresponds to the yellow area of scale, should carry out truss deashing immediately at this time;When load transfinites, sleeve second end
The red area of scale is corresponded to, truss forbids upper people at this time, and takes reinforcement measure.
Priority Applications (1)
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CN201811209161.6A CN109238853A (en) | 2018-10-17 | 2018-10-17 | A kind of truss deflection metrology device and its application method |
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CN201811209161.6A CN109238853A (en) | 2018-10-17 | 2018-10-17 | A kind of truss deflection metrology device and its application method |
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Citations (9)
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GB1415154A (en) * | 1971-08-20 | 1975-11-26 | Nat Res Dev | Device for measuring the rheological properties of fluids |
SU968585A1 (en) * | 1980-11-05 | 1982-10-23 | Куйбышевский политехнический институт им.В.В.Куйбышева | Method and apparatus for testing deviation from rectilinearity |
US20120085178A1 (en) * | 2011-10-27 | 2012-04-12 | Martin Chiang | Tensometer for simultaneously evaluating polymerization stresses, shrinkage and modulus development |
CN202204459U (en) * | 2011-08-19 | 2012-04-25 | 天津赛瑞机器设备有限公司 | Flexibility detection ruler |
CN103938778A (en) * | 2014-05-13 | 2014-07-23 | 北京德宏幕墙工程技术有限公司 | Single-cable structural point supporting type glass curtain wall out-of-plane deformation limiting device |
JP2016199351A (en) * | 2015-04-09 | 2016-12-01 | 株式会社日立ビルシステム | Chain tension detection device for handrail driving device |
CN206504947U (en) * | 2017-03-07 | 2017-09-19 | 安徽倍立达住工科技有限公司 | A kind of fixture for being used to measure fiber concrete test specimen bending property |
CN207407804U (en) * | 2017-11-01 | 2018-05-25 | 浙江省三建建设集团有限公司 | A kind of compensation deflection indicator of support for shuttering steel pipe |
CN207894579U (en) * | 2018-02-02 | 2018-09-21 | 广州瀚阳工程咨询有限公司 | Rail traffic bridge degree of disturbing detection device |
-
2018
- 2018-10-17 CN CN201811209161.6A patent/CN109238853A/en active Pending
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1415154A (en) * | 1971-08-20 | 1975-11-26 | Nat Res Dev | Device for measuring the rheological properties of fluids |
SU968585A1 (en) * | 1980-11-05 | 1982-10-23 | Куйбышевский политехнический институт им.В.В.Куйбышева | Method and apparatus for testing deviation from rectilinearity |
CN202204459U (en) * | 2011-08-19 | 2012-04-25 | 天津赛瑞机器设备有限公司 | Flexibility detection ruler |
US20120085178A1 (en) * | 2011-10-27 | 2012-04-12 | Martin Chiang | Tensometer for simultaneously evaluating polymerization stresses, shrinkage and modulus development |
CN103938778A (en) * | 2014-05-13 | 2014-07-23 | 北京德宏幕墙工程技术有限公司 | Single-cable structural point supporting type glass curtain wall out-of-plane deformation limiting device |
JP2016199351A (en) * | 2015-04-09 | 2016-12-01 | 株式会社日立ビルシステム | Chain tension detection device for handrail driving device |
CN206504947U (en) * | 2017-03-07 | 2017-09-19 | 安徽倍立达住工科技有限公司 | A kind of fixture for being used to measure fiber concrete test specimen bending property |
CN207407804U (en) * | 2017-11-01 | 2018-05-25 | 浙江省三建建设集团有限公司 | A kind of compensation deflection indicator of support for shuttering steel pipe |
CN207894579U (en) * | 2018-02-02 | 2018-09-21 | 广州瀚阳工程咨询有限公司 | Rail traffic bridge degree of disturbing detection device |
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Application publication date: 20190118 |
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