WO1999004232A1 - Load sensing shock pad - Google Patents

Load sensing shock pad Download PDF

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Publication number
WO1999004232A1
WO1999004232A1 PCT/US1998/014153 US9814153W WO9904232A1 WO 1999004232 A1 WO1999004232 A1 WO 1999004232A1 US 9814153 W US9814153 W US 9814153W WO 9904232 A1 WO9904232 A1 WO 9904232A1
Authority
WO
WIPO (PCT)
Prior art keywords
load
shock pad
reservoir
fluid
plates
Prior art date
Application number
PCT/US1998/014153
Other languages
French (fr)
Inventor
Keith C. Mott
Clifton T. Pursell
Original Assignee
Hydril Company
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 Hydril Company filed Critical Hydril Company
Priority to AU83871/98A priority Critical patent/AU8387198A/en
Publication of WO1999004232A1 publication Critical patent/WO1999004232A1/en

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L5/00Apparatus for, or methods of, measuring force, work, mechanical power, or torque, specially adapted for specific purposes
    • G01L5/0028Force sensors associated with force applying means
    • G01L5/0038Force sensors associated with force applying means applying a pushing force
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L19/00Details of, or accessories for, apparatus for measuring steady or quasi-steady pressure of a fluent medium insofar as such details or accessories are not special to particular types of pressure gauges
    • G01L19/0007Fluidic connecting means

Definitions

  • This invention relates to a shock pad generally and in particular to shock pads for measuring the compressive load on the pad and having means for detecting and quantifying the load being applied to the pad.
  • Shock pads also known as bridge pads or derrick pads, are used in various industries to provide a shock absorbing joint between two load bearing structures that are subjected to varying loads.
  • Shock pads generally include alternating layers of rigid plates and elastomeric blocks arranged in a "sandwich" configuration. Examples of uses of shock pads can range from supporting delicate instrumentation to the legs of an offshore drilling rig.
  • a variety of methods have been devised for quantifying the load being applied to a shock pad. For example, when jacking a rig using an electric jacking system, load can be determined by monitoring the power required to move the load. Hydraulic jacking systems may use similar indirect measuring systems. While these methods are applicable for quantifying varying load, these methods are not applicable for measuring static loads. These methods also suffer from accuracy in that they are indirect methods of measurement. Also, these methods cannot generally be used to isolate part of the structure and to detect load specifically in the structurally isolated areas.
  • the load sensing shock pad of this invention comprises first and second plates with a block of elastomeric material positioned and bonded between the plates.
  • a load sensor, or fluid filled cavity, is located in the elastomeric block for sensing the compressive stress in the elastomeric material as the load on the pad changes.
  • a load communicating means or transducer converts the compressive stress in the elastomer to load on the pad, i.e. pounds, tons, kilograms, or the like.
  • the load sensor comprises a sealed reservoir located within the elastomeric block and a fluid contained within the reservoir.
  • the load communicating means includes a pressure measuring device for measuring pressure imparted on the fluid in the reservoir by the compression of the elastomeric block.
  • the load communicating means further comprises a calculation means for correlating the pressure imparted on the fluid in the reservoir to the load on the shock pad.
  • the reservoir of a preferred embodiment is lined with a bladder which is sealably connected to the first plate.
  • a plug can be used to secure the bladder in place.
  • the first plate or the plug defines a passage, or passageway, for transmitting the fluid from the reservoir cavity to the pressure measuring device, thus communicating pressure changes in the reservoir cavity to the pressure measuring device to indicate the pressure imparted on the fluid by compression of the elastomeric block.
  • This load sensing shock pad can be used, among other things, for supporting a portion of the weight of a structure that is subject to varying loads such as a supporting column of a bridge or a leg of a mobile offshore drilling rig.
  • Fig. 1 is a side elevation of a load sensing shock pad of this invention when load is not being applied.
  • Fig. 2 is a side elevation of the load sensing shock pad when load is being applied.
  • Fig. 3 is another preferred embodiment of this invention with the passage defined by the plug securing the bladder in place.
  • the load sensing shock pad of this invention is illustrated in the drawings showing first plate 1 and second plate 2.
  • reactive pressure is induced in elastomeric block 3, such that load applied to the plates compresses the elastomeric block 3.
  • this elastomeric block is rubber.
  • Reservoir 4 is formed in the elastomeric block 3 thus creating a cavity which is integrally formed in the structure of the shock pad.
  • Reservoir 4, in a preferred embodiment, is lined with bladder 5 which is sealed against the first plate such that the liquid contained in the reservoir does not come into physical contact with the elastomeric block.
  • Figures 1 depicts a preferred embodiment in which the first plate l defines a passage, or passageway, for transmitting fluid (not depicted) from cavity 6 defined by reservoir 4 to pressure measuring device 7.
  • Pressure in cavity 6 indicates the pressure imparted on the fluid by compression of the elastomeric block.
  • the reservoir acts as a load cell.
  • a passage 8 is defined by the first plate such that fluid can flow from the reservoir through the passage to pressure measuring device 7.
  • a plug 9 secures the bladder in cavity 6 and provides for continuity of the fluid passage from the reservoir into the plate. By thus enclosing the fluid within the cavity of the reservoir, the cavity acts as a blind cavity.
  • Figure 2 depicts a load being applied as indicated by directional arrow 11. This load creates compression of the elastomeric block as shown by arrows 12 , resulting in the induced pressure deformation of the cavity.
  • Figure 3 depicts another preferred embodiment with the plug defining passage 8' such that fluid can flow from the reservoir through the passage to pressure measuring device 7'.
  • a pressure transducer, pressure gauge or other common pressure measuring device can be used as pressure measuring device 7 which is connected to outlet 10 of passage 8.
  • the induced fluid pressure measured by the pressure measuring device can be equated to the load applied to the pad.
  • Any common pressure measuring equipment suitable for the prescribed installation can be used for this function by calibrating the equipment to display the load applied to the shock pad.
  • any common pressure measuring device can be used as pressure measuring device 7 • which is connected to outlet 10' of passage 8'.
  • Another embodiment includes the use of multiple shock pads as a shock pad system to support a structure where load applied to each of the pads is totalled to determine a total structure load.
  • An example of such a system involves using three separate shock pads mounted independently to support one leg of a drilling rig.
  • Each shock pad to be monitored incorporates the features discussed above including cavity 6 filled with fluid and pressure measuring device 7.
  • the pressure determined by the pressure measuring device for each shock pad is transmitted to a processor or calculation means (not depicted) which computes a summation of all measured pressures. This summation of induced fluid pressures, as measured by all of the pressure measuring devices, is equated to the load applied to the pads and is displayed as the total structure load.
  • a shock pad can have multiple elastomeric blocks stacked one upon the other, any one or more of which could be monitored for an applied load in the manner described in this invention.
  • the multiple elastomeric blocks can be separated by plates to provide for greater deflection between the two structures between which the pad is installed.
  • this invention encompasses any item acting as a shock pad including, but not limited to, bridge bearing pads, anti-vibration bearings and seismic isolation bearings.

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)

Abstract

The invention relates to shock pads or bridge pads with a load sensor integrally formed in the structure of the pad. The load sensor includes a cavity containing fluid. The pressure imparted upon the blocks compresses the elastomeric block which, in turn, imparts pressure on the closed reservoir. By measuring and correlating the pressure induced on the fluid in the cavity, load is determined.

Description

LOAD SENSING SHOCK FAD
BACKGROUND OF THE INVENTION
Field of the Invention
This invention relates to a shock pad generally and in particular to shock pads for measuring the compressive load on the pad and having means for detecting and quantifying the load being applied to the pad.
Description of the Prior Art
Shock pads, also known as bridge pads or derrick pads, are used in various industries to provide a shock absorbing joint between two load bearing structures that are subjected to varying loads. Shock pads generally include alternating layers of rigid plates and elastomeric blocks arranged in a "sandwich" configuration. Examples of uses of shock pads can range from supporting delicate instrumentation to the legs of an offshore drilling rig. A variety of methods have been devised for quantifying the load being applied to a shock pad. For example, when jacking a rig using an electric jacking system, load can be determined by monitoring the power required to move the load. Hydraulic jacking systems may use similar indirect measuring systems. While these methods are applicable for quantifying varying load, these methods are not applicable for measuring static loads. These methods also suffer from accuracy in that they are indirect methods of measurement. Also, these methods cannot generally be used to isolate part of the structure and to detect load specifically in the structurally isolated areas.
It is the object of this invention to provide a load sensing shock pad having means for detecting static load as well as varying load.
It is a further object of this invention to provide a load sensing shock pad having means to directly detect the amount of load being applied to the shock pad. It is a further object of this invention to provide a load sensing shock pad which allows for structural isolation and isolated detection of a load.
It is yet a further object of this invention to provide a load sensing shock pad system, which allows for detection and summation of load being applied to the shock pad system.
These and other object and advantages of this invention will be apparent to those skilled in the art from a reading of the application including the attached drawings and appended claims.
BRIEF SUMMARY OF THE INVENTION
The load sensing shock pad of this invention comprises first and second plates with a block of elastomeric material positioned and bonded between the plates. A load sensor, or fluid filled cavity, is located in the elastomeric block for sensing the compressive stress in the elastomeric material as the load on the pad changes. A load communicating means or transducer converts the compressive stress in the elastomer to load on the pad, i.e. pounds, tons, kilograms, or the like.
The load sensor comprises a sealed reservoir located within the elastomeric block and a fluid contained within the reservoir. The load communicating means includes a pressure measuring device for measuring pressure imparted on the fluid in the reservoir by the compression of the elastomeric block.
In a preferred embodiment, the load communicating means further comprises a calculation means for correlating the pressure imparted on the fluid in the reservoir to the load on the shock pad. The reservoir of a preferred embodiment is lined with a bladder which is sealably connected to the first plate. A plug can be used to secure the bladder in place. The first plate or the plug defines a passage, or passageway, for transmitting the fluid from the reservoir cavity to the pressure measuring device, thus communicating pressure changes in the reservoir cavity to the pressure measuring device to indicate the pressure imparted on the fluid by compression of the elastomeric block. This load sensing shock pad can be used, among other things, for supporting a portion of the weight of a structure that is subject to varying loads such as a supporting column of a bridge or a leg of a mobile offshore drilling rig.
BRIEF DESCRIPTION OF THE DRAWINGS
Fig. 1 is a side elevation of a load sensing shock pad of this invention when load is not being applied. Fig. 2 is a side elevation of the load sensing shock pad when load is being applied. Fig. 3 is another preferred embodiment of this invention with the passage defined by the plug securing the bladder in place.
DETAILED DESCRIPTION OF THE INVENTION The load sensing shock pad of this invention is illustrated in the drawings showing first plate 1 and second plate 2. As bearing load is applied to the first and second plates of the pad, reactive pressure is induced in elastomeric block 3, such that load applied to the plates compresses the elastomeric block 3. In a preferred embodiment, this elastomeric block is rubber. Reservoir 4 is formed in the elastomeric block 3 thus creating a cavity which is integrally formed in the structure of the shock pad. Reservoir 4, in a preferred embodiment, is lined with bladder 5 which is sealed against the first plate such that the liquid contained in the reservoir does not come into physical contact with the elastomeric block. In this manner, the bond between the elastomeric block and the plate is not relied upon to seal the liquid under pressure. Figures 1 depicts a preferred embodiment in which the first plate l defines a passage, or passageway, for transmitting fluid (not depicted) from cavity 6 defined by reservoir 4 to pressure measuring device 7. Pressure in cavity 6 indicates the pressure imparted on the fluid by compression of the elastomeric block. In this fashion, the reservoir acts as a load cell. A passage 8 is defined by the first plate such that fluid can flow from the reservoir through the passage to pressure measuring device 7. In a preferred embodiment, a plug 9 secures the bladder in cavity 6 and provides for continuity of the fluid passage from the reservoir into the plate. By thus enclosing the fluid within the cavity of the reservoir, the cavity acts as a blind cavity.
Figure 2 depicts a load being applied as indicated by directional arrow 11. This load creates compression of the elastomeric block as shown by arrows 12 , resulting in the induced pressure deformation of the cavity.
Figure 3 depicts another preferred embodiment with the plug defining passage 8' such that fluid can flow from the reservoir through the passage to pressure measuring device 7'.
A pressure transducer, pressure gauge or other common pressure measuring device can be used as pressure measuring device 7 which is connected to outlet 10 of passage 8. The induced fluid pressure measured by the pressure measuring device can be equated to the load applied to the pad. Any common pressure measuring equipment suitable for the prescribed installation can be used for this function by calibrating the equipment to display the load applied to the shock pad. Likewise, any common pressure measuring device can be used as pressure measuring device 7 • which is connected to outlet 10' of passage 8'.
Another embodiment includes the use of multiple shock pads as a shock pad system to support a structure where load applied to each of the pads is totalled to determine a total structure load. An example of such a system involves using three separate shock pads mounted independently to support one leg of a drilling rig. Each shock pad to be monitored incorporates the features discussed above including cavity 6 filled with fluid and pressure measuring device 7. The pressure determined by the pressure measuring device for each shock pad is transmitted to a processor or calculation means (not depicted) which computes a summation of all measured pressures. This summation of induced fluid pressures, as measured by all of the pressure measuring devices, is equated to the load applied to the pads and is displayed as the total structure load.
From the foregoing it will be seen that this invention is one well adapted to attain all of the ends and objects hereinabove set forth, together with other advantages which are obvious and which are inherent to the apparatus and structure.
It will be understood that certain features and subcombinations are of utility and may be employed without reference to other features and subcombinations. This is contemplated by and is within the scope of the claims.
While preferred embodiments have been described and illustrated, it will be understood that the invention is not limited thereto since many modifications may be made and will become apparent to those skilled in the art. For example, a shock pad can have multiple elastomeric blocks stacked one upon the other, any one or more of which could be monitored for an applied load in the manner described in this invention. The multiple elastomeric blocks can be separated by plates to provide for greater deflection between the two structures between which the pad is installed. Finally, this invention encompasses any item acting as a shock pad including, but not limited to, bridge bearing pads, anti-vibration bearings and seismic isolation bearings. These and other such modifications which would be apparent to those skilled in the art are encompassed by and are within the scope of the current invention.

Claims

WHAT IS CLAIMED IS:
1. A load sensing shock pad comprising: first and second plates; a block of elastomeric material positioned between the first and second plates; a load sensor located in the elastomeric block for sensing stress in the elastomer material as a compressive load is applied to the block via the plates; and load communicating means for communicating information received from the load sensor indicating the compressive load applied to the plates.
2. The load sensing shock pad of claim 1 wherein the load sensor comprises: a reservoir located within the elastomeric block; a fluid within the reservoir; and wherein the load communicating means comprises a pressure measuring device for measuring pressure imparted on the fluid in the reservoir by the compression of the elastomeric block.
3. The load sensing shock pad of claim 2 wherein the load communicating means further comprises a calculation means for correlating the pressure imparted on the fluid in the reservoir to the compressive load applied to the shock pad.
4. The load sensing shock pad of claim 2 or 3 further comprising a bladder lining the reservoir, said bladder being sealably connected to the first plate; and wherein the first plate defines a passage for transmitting the fluid from the reservoir to the pressure measuring device.
5. The load sensing shock pad of claim 2 or 3 further comprising a bladder lining the reservoir, said bladder being sealably connected to the first plate and secured by a plug, said plug defining a passage for transmitting the fluid from the reservoir to the pressure measuring device.
6. A shock pad system comprising: a plurality of shock pads, each shock pad having first and second plates, a block of elastomeric material positioned between the first and second plates, a reservoir located within the elastomeric block, a fluid within the reservoir, a pressure measuring device for measuring pressure imparted on the fluid in the reservoir by the compression of the elastomeric block; calculation means for receiving information transmitted from each pressure measuring device for each shock pad, said calculation means computing a summation of all measured pressures and equating the summation to a total load applied to the shock pad system; and a load communicating means for communicating information received from the calculation means indicating the total compressive load applied to the shock pad system.
7. A shock pad for supporting a portion of the weight of a structure that is subject to varying loads such as a supporting column of a bridge or a leg of a mobile offshore drilling rig, comprising: first and second plates; a resilient body of elastomeric material positioned between said plates, said resilient body having a blind cavity in a face thereof engaging said first plate; a pressure measuring device connected to the blind cavity through a passageway; and a fluid in the cavity and the passageway for transmitting pressure changes in said cavity to said pressure measuring device to indicate the pressure imparted on the fluid by compression of the elastomeric block.
8. The load sensing shock pad of claim 6 further comprising: calculation means for correlating the pressure imparted on the fluid in the reservoir to the compressive load applied to the shock pad; and load communicating means for communicating information received from the calculation means indicating the compressive load applied to the plates.
PCT/US1998/014153 1997-07-14 1998-07-13 Load sensing shock pad WO1999004232A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU83871/98A AU8387198A (en) 1997-07-14 1998-07-13 Load sensing shock pad

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US89242197A 1997-07-14 1997-07-14
US08/892,421 1997-07-14

Publications (1)

Publication Number Publication Date
WO1999004232A1 true WO1999004232A1 (en) 1999-01-28

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020223344A1 (en) * 2019-04-30 2020-11-05 Fabreeka International Holdings, Inc. Bearing pad

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1426249A (en) * 1964-12-14 1966-01-28 B A R A Bureau D Analyse Et De Force measuring device
US3410135A (en) * 1965-03-22 1968-11-12 Sfim Force or pressure measuring apparatus
GB1374316A (en) * 1971-02-10 1974-11-20 Bergwerksverband Gmbh Load cells particularly for determining compression forces in mine supports
DE2521858A1 (en) * 1975-05-16 1976-11-25 Meerestech Seebau Ing Ims Offshore structure supporting piles load - measured by strain gauges feeding computer to calculate principal moments for oscillograph display
US5490356A (en) * 1993-11-24 1996-02-13 Mm Systems Of Arizona Seismic isolation bearing

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1426249A (en) * 1964-12-14 1966-01-28 B A R A Bureau D Analyse Et De Force measuring device
US3410135A (en) * 1965-03-22 1968-11-12 Sfim Force or pressure measuring apparatus
GB1374316A (en) * 1971-02-10 1974-11-20 Bergwerksverband Gmbh Load cells particularly for determining compression forces in mine supports
DE2521858A1 (en) * 1975-05-16 1976-11-25 Meerestech Seebau Ing Ims Offshore structure supporting piles load - measured by strain gauges feeding computer to calculate principal moments for oscillograph display
US5490356A (en) * 1993-11-24 1996-02-13 Mm Systems Of Arizona Seismic isolation bearing

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020223344A1 (en) * 2019-04-30 2020-11-05 Fabreeka International Holdings, Inc. Bearing pad
US11307135B2 (en) 2019-04-30 2022-04-19 Fabreeka International Holdings, Inc. Bearing pad

Also Published As

Publication number Publication date
AU8387198A (en) 1999-02-10

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