PL419127A1 - Measuring system serving for execution of the measurement of vertical relocation of a construction and method of the measurement - Google Patents

Measuring system serving for execution of the measurement of vertical relocation of a construction and method of the measurement

Info

Publication number
PL419127A1
PL419127A1 PL419127A PL41912716A PL419127A1 PL 419127 A1 PL419127 A1 PL 419127A1 PL 419127 A PL419127 A PL 419127A PL 41912716 A PL41912716 A PL 41912716A PL 419127 A1 PL419127 A1 PL 419127A1
Authority
PL
Poland
Prior art keywords
measuring
measurement
point
disc
stage
Prior art date
Application number
PL419127A
Other languages
Polish (pl)
Inventor
Przemysław Gałązka
Artiom KOMARDIN
Original Assignee
Przemysław Gałązka
Komardin Artiom
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Przemysław Gałązka, Komardin Artiom filed Critical Przemysław Gałązka
Priority to PL419127A priority Critical patent/PL419127A1/en
Priority to PL429602A priority patent/PL240201B1/en
Priority to PCT/IB2017/056386 priority patent/WO2018069897A1/en
Publication of PL419127A1 publication Critical patent/PL419127A1/en

Links

Classifications

    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B11/00—Measuring arrangements characterised by the use of optical techniques
    • G01B11/16—Measuring arrangements characterised by the use of optical techniques for measuring the deformation in a solid, e.g. optical strain gauge

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Length Measuring Devices By Optical Means (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

Układ pomiarowy służący do realizacji sposobu pomiaru przemieszczeń pionowych konstrukcji charakteryzuje się tym, że posiada urządzenie pomiarowe (1) zamocowane do bazy pomiarowej (2) oraz tarczę pomiarową (3), zamocowaną do elementu konstrukcji (4) w punkcie obserwowanym (5), przy czym tarcza pomiarowa (3) zaopatrzona jest w płaszczyznę (6), ustawioną pod kątem ? wynoszącym od 5° do 175° do poziomej osi pomiaru A - B, A - C. Sposób pomiaru przemieszczeń pionowych konstrukcji, znamienny tym, że w pierwszym etapie mierzy się odległość poziomą od znajdującego się na urządzeniu pomiarowym (1) punktu stałego A do znajdującego się na tarczy pomiarowej (3) pierwszego punktu ruchomego B, wyznaczając tym samym wartość początkową |AB|, następnie w drugim etapie, po wystąpieniu przemieszczeń pionowych konstrukcji mierzy się odległość poziomą z punktu stałego A do znajdującego się na tarczy pomiarowej (3) punktu pomiarowego C, wyznaczając tym samym wartość końcową |AC|, a w trzecim etapie oblicza się różnicę X pomiędzy wyznaczoną wartością początkową |AB| a wyznaczoną wartością końcową |AC|, a następnie mnoży się różnicę X przez tangens kąta ?.The measuring system used to implement the method of measuring vertical displacements of a structure is characterized by the fact that it has a measuring device (1) attached to the measuring base (2) and a measuring disc (3) attached to the structure element (4) at the observed point (5), with what is the measuring disc (3) provided with the plane (6) set at an angle? from 5 ° to 175 ° to the horizontal measuring axis A - B, A - C. Method of measuring vertical displacements of the structure, characterized in that in the first stage the horizontal distance is measured from the fixed point A on the measuring device (1) to the on the measuring disc (3) of the first movable point B, thereby determining the initial value | AB |, then in the second stage, after the occurrence of vertical displacements of the structure, the horizontal distance is measured from the fixed point A to the measuring point on the measuring disc (3) C, thus determining the final value | AC |, and in the third stage the difference X is calculated between the determined initial value | AB | and the calculated end value | AC |, and then the difference X is multiplied by the tangent of angle α.

PL419127A 2016-10-15 2016-10-15 Measuring system serving for execution of the measurement of vertical relocation of a construction and method of the measurement PL419127A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
PL419127A PL419127A1 (en) 2016-10-15 2016-10-15 Measuring system serving for execution of the measurement of vertical relocation of a construction and method of the measurement
PL429602A PL240201B1 (en) 2016-10-15 2017-10-14 Measurement system and method for measuring displacements of structure elements
PCT/IB2017/056386 WO2018069897A1 (en) 2016-10-15 2017-10-14 Measurement system and method for measuring displacements of a structure elements

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL419127A PL419127A1 (en) 2016-10-15 2016-10-15 Measuring system serving for execution of the measurement of vertical relocation of a construction and method of the measurement

Publications (1)

Publication Number Publication Date
PL419127A1 true PL419127A1 (en) 2018-04-23

Family

ID=61906358

Family Applications (2)

Application Number Title Priority Date Filing Date
PL419127A PL419127A1 (en) 2016-10-15 2016-10-15 Measuring system serving for execution of the measurement of vertical relocation of a construction and method of the measurement
PL429602A PL240201B1 (en) 2016-10-15 2017-10-14 Measurement system and method for measuring displacements of structure elements

Family Applications After (1)

Application Number Title Priority Date Filing Date
PL429602A PL240201B1 (en) 2016-10-15 2017-10-14 Measurement system and method for measuring displacements of structure elements

Country Status (2)

Country Link
PL (2) PL419127A1 (en)
WO (1) WO2018069897A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113686258B (en) * 2021-08-25 2023-07-25 中国铁路设计集团有限公司 Sensor initial value control device and control method of single-point displacement monitoring system
CN116952152B (en) * 2023-08-11 2024-05-31 湖北辉创重型工程有限公司 Steel beam deformation detection device

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006045263A1 (en) * 2006-09-22 2008-03-27 Goecke Gmbh & Co. Kg. Roof`s i.e. cantilever roof, deformation permanently monitoring device for building e.g. exhibition hall, has optical transmitter designed in form of opto-electronic digital leveler and/or automatic-horizontal rotation laser
DE102009031452A1 (en) * 2009-07-02 2011-01-05 Selfsan Consult Gmbh Method for controlling deflection of wing units, particularly roof frameworks, involves selecting laser apparatus formed as rangefinder, as laser, which emits laser beam and possesses receiver for receiving laser beam
PL217887B1 (en) * 2010-11-16 2014-08-29 Wisene Spółka Z Ograniczoną Odpowiedzialnością Set for attaching a measuring device, especially a rangefinder, to a monitored building element of a civil structure, especially a roof, method for attaching a measuring device using such a set and a sling for attaching the measuring device
PL393402A1 (en) * 2010-12-22 2012-07-02 Wisene Spółka Z Ograniczoną Odpowiedzialnością Method for monitoring the vertical component of displacement and the vertical component of deflection change of structural elements of a construction object, especially a roof, and a system for the implementation of this method

Also Published As

Publication number Publication date
PL240201B1 (en) 2022-02-28
PL429602A1 (en) 2020-06-15
WO2018069897A1 (en) 2018-04-19

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